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HomeMy WebLinkAboutProduct Approval (2) I �1 ► • 1 0 , o , / BCIS Home i Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map i Links Search E a r �Product Approval db �a! USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • �� iv t�FL# FL389-R9 —r`-, Application Type Revision J �' Code Version 2017 Application Status Approved FEB 2 1 Comments 51', t.Ucie County, Perm itcing Archived ❑ ^ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 209-8263 bfeel bfeeley@easter LIr��� �L U%mipy Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 21 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 I11.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203_...• 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORTPDF for HV3 blade w/o window blade and W-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64.-6-4 s sheIr spans ancl ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum:interlocking blades retained by tracks1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)frm protection -imits.o Installation Instrns Approved for use in HVHZ:No II E YApproved for use outside HVHZ:Yes D Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.'load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC_INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC_ INC, DRAWING 17-106 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party:Yes 0 0 Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES 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.(60%EDMON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND!AADS 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 CONTENT BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 18, 19&20. ARE IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV t3LADES(D 8s t�A BY MULTIPLYING THEM BY O.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHI IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33$INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHI ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1'.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHI BERTHA N.V.ACCORDION SHUTTER'SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPM, LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHI ATL REPORTS: TYPICAL WINDOW ©LADE&WTNOOW DETAIL -HV BLADED #0214.01-03, #0715.01-03, #1004.01-05. 11214.01-05,$0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA, 2: W BLADE(1)AND HV WINDOW BLADI AND E-1996 STANDARDS (MISSILE LEVEL D,WIND"ZONES 1,2&3)k 111220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS.PER ASTM E-1886 AND'E-1996(MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHE 2. HV BLADE Q AND HV WINDOW BLADE Q 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 SHE 3. BERTHA H.V.ACCORDION PINS (HV SCREWS)..USED A7 BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND$14x1.75" RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHE STAINLESS STEEL SCREWS WITH 135.0 ksi-YIELD STRENGTH AND 180 Its!TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED" CENTERMATE ALTERNATING.DETAILS EPA SHE COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS.ASSOCIAT;ON. 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 8063-T6 A LOY IS 30.0 ksi AND 35.7 ksi FOR ENO CONNECTION DETAILS 1-a, CONCRETE/BLOCK SHE 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHE ANCHOR SCHEDULE- CONCRETE 8c BLOCK SHE 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHE AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.9.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHE 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 SHE 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEI HV BLADE Q.&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEI END CONNECTION DETAILS 7-12 &X,WOOD SHE[ B.THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT"#6'779,582:COMPONENTS OF PHIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5.458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 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 AREA 3• HV WiND4W B ONLY , ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEE 10. EACH UNIT MUST BEAR AND ENGAGE OR LOCK ALL LABEL INA VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF:HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,.MUST PROPERLY CLOSE ALL HV AND HD AREA 4•FIV MNDOW BT,ADE MONLY 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 SHEE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION.1709.9.2 OF THEFLORIDABUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIEO TO. 13. (a)THIS P.E.O.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 LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.;PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. iiia tc}THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORA (d)SITE SPECIFIC PROJECT'S 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 SOF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITESPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.F.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �►:�°"°'p° FLORIDA BUILDING CODE(Non Nigh Velocity Hurricon, �!�+ad.. 42017 TILTECO•INC. Q=7 EASTERN METAL SUPPLY. INC. \,I: =;�vc�r>4s • "'� �.. BERTINA IVTM RECEIV- ti ,� 1 ? roc. A.S.S.A. accordion Shutter 5y: RV. MADE#1 W/OR W/O KV. WINDOW 13L Y7}'f�` American Splutter Systems EV.Nal DESCRIPTION. DATE OR01N BY: T Q �(.r rP„J \ TIWT TESTING It ENGINEERING COMPANY y C •;� \ Association, Inc. I QLD 15-aa5 7/27/1 DATE: o71 FEB 1 ,• \ fi35S N.W.Stith.5L,St.505,VIRCe1L4 GAROENs,FlCPoOA 3516 4268 Westraods Drive 2 2020 n Phone:(305)871-1530.Fox:(305)871-1531 DRAWING I �P�F. .' Ili t\ a-matt:tllteco®aol.com West Polm Beach, FL 33407 3+i WALTER A.T1LLiT Jr.P.E.ST. LUCIe County/ eT 9 L P IfAt E D FLowoA ua.,4 aats7 s m SHIFTOF / " 4.fi4' .929' /4•-20x1/• 1/4'-20 DIE rJ�T 4.576' 45� 2 293• 0.334" RAT NEID TH; ED HOUSING ENAVEL 2.293" .745 S.SJ`LS. BAKED PAINTED (tpCAST 0• o 05th a!tip (2 IYPJ 'qp ms ED FAKED P FRED' J 0 3 o . • p 3t$ °f E55 TURN- O m o 1 n Sc'. .Ofi2' n uui N N p l�J m o', icNi. h��' mo 1.325" c 061- i no .316` BRASS R BRASS CVUND p-2�„� - _ $0,454•ap7 Q m &}((CHROME (CHROUE atA 21 HV CENTERMATE s's» 0 t.32s 7 QUALIFIED FOR USE W/ HV BLADE 1D& 1 ONLY CIF IAV FLOATING CEN"cE M - 4 so IjV_ CK HV S 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 1 & to ONLY /�'� ° 3.02 ' .87' LIFIED FOR USE W/ HV QUALIFIE R USE 6063-T6 ALLOY AND TEMPER 1.231 HV CORNER CENTERMATE E 1Q& (i'g C Q ALIFIED FOR USE W/ HV BLADEU1 ONLY .•..2-'0'O.D. 2.874 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756' �. '�t n o 1I -•mf' ' . MOLDED TO .922324.o4sscaEw 2.079" 1.753" no : .360AFTE 61511 N V12": .Coo• r !�\_� f a, nm o m m �dot unt 5PBEFORE RIVETINGS¢" 2D3 4" X . THUMBSCREW IA 9-20 RI' m *SERIES 9444 ALUMINUM(2024-13 ALLOY)LARGE RR ! z.76ouse 1 2s' SHEETNUTSERr.PART B 0620.As vrta FACTUREfi BY PUN FRONT ELEVATION HV MALE "T" LOCK CENTERI,lATE J a.s6s~ CHERRY TWORN,PARSIPPENY�NEN 07054 OR 2 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1ODNLY HV FEMALE "T" LOCK CEN TERM �V "�" LOCK V ALTERNA SOCK QUALIFIED FOR USE W HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE nI ONLY QUALIFIED FOR USE QUALIFIEDADE 1 ONLY. HV / Q W/HV BLADE( ONLY. C� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1.91 7.917 .25" 3.161 0 0 A 3' r o' 063• .n - .43 1.030 - ` . CYUNDER OR .214" m .063 .062" .214' 8?{ KEY CYLINDER .545' 0.675"W., 31 D CE TE W NO LOC NG. RO H ENTERMATE W/LOC I OD 44 m n a �o t .125-tsq c m m O C m QUALIFIED FOR USE W/ HV BLADE 1 & A QUALI ED FOR USE W/ HV BLADE(q&& 1A 6063-T6 ALLOY AND TEMPER �J HD CENTERMATE S NUNS 6 63-T6 ALLOY AND TEMPER VARIES 12'MIN. QUALIFIED FOR USE Wj HV BLADE 1 & 1/4'0-20 S.S.OR 3/Bro-16 1.130- 6063-T6 ALLOY RANO TEMPER THUMBTU ACETAL TAUN85fREW5. f1/2" D _ CYLINDER (SEE DETAILS) 0 OR KEY 15 lfm. CYUNDER .. � •ii 1.78'dml. LAKING ROOD ,14'0 4D OC- QUAun BLADE 01375'0 �-�- 6063-T6 ALLOY AND TEMPER 'HV 3/8"0-16-ACETAL- S HV 1 J4" :� AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Q 1c/INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS, SERIES ,.S. THUMBSCRE YS QUALIFIED FOR USE W/ HV BLADE.1O& IA D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR �1{{, HV BLADEQ QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane V rrlt����i�iL. ®2017 nLTECO,INC. (92017 EASTERN METAL SUPPLY. INC. TT'•` z��"" _ BERTHA HVTM ,�,.E C t� t Nc. r, .t ■ Accordion Shutter Sys !L j 7k i d t' � 7 American Strutter Systems REV.No H.V. D DESCRIPTION wOR W/O VHtAdW 7'31ti' TILLIT TESTING & ENGINEERING COMPANY1>rlON DAT[ATE OWLNN eY: L ` STATE OF `,� � 6355 BAY.36th.SL,Std 305,WRGNA GARDENS,ROROA 3316 Association, Inc. 1 OLD 15-085 127/0 OATS 07/2 Phone:(305)871-1530.Fox;(305)871-1531 4268 Westroods Drive 2 DRAWING P P ' F e-mgtl: Dlto Cool.- West Palm Beach, FL 33407 3 Ee-0006719 17^1 ` �B{i WALTER A,nLLR Jr.P.E. 4 P.E. SEt�� fdA{RE'JDATE FLORIDA uq. 00167 5 SHEET 6 3' OF SHUTTER ASSEMBLY SCHEDULE FOR /� V 3/8" �— HV Q HV (9 41 4 8 12 CE TO BLADEET PEDG1/1 .7875' THV BLADE t HV BLADE 1A h nv WINDOW BLADE O6z5 x x�R osz , 1 T �' BLAOE'S .f875` Y HV LONG RECESSED NYLON BUSHING —azo v ` w7 KNUCKLE 0 OPENtN .0625 0.0625" N "} 39 HV SHORT RECESSED NYLON BUSHING 39 I RI HV NYLON HAT WASHER (DOR m a t rnAT Po1m0N' �, DR 3 50` l3 HV WHEEL CARRIAGE AISI 302--303 SERIESI ( 14 " 40 i(`! ` �:;\ ///.2.8 50' X 315`s 0.870"x3/16" THICK NYLON WHEEL. �/ I I : ` 2 7/8'MtN. 3iv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS M�- CLEAR 0300 . ` SEPARATION. 3.7500" I BETWEEN .1311211-0625` ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGSN•5 3/4'S �SIIffit Y=Y 4@3 HV 2 3/4'• ACCORDION PIN W/ #8 HEAD * 41 7�" op 417 CLEAR FxTFm°R�"Ai°'" 4�4 POLYCARBONATE IMPACT RESISTANT HV WINDOW } ! i = BN TYPICAL HV WINDOW BLADE 1I 3s ! ! 3g POLYCARBONATE HV WINDOW I (dam I (DOR 0 I or s _ ' N.T.S. �✓ VIE NOTE FOR I Q OR ,? I ! *POLYCARBONATE IMPACT RESISTANT HV REQDIREMENTS} I BAYER MAKROLON 3103 POLYCARBONAT• RESINS, UV-STABILIZED GRADE OR SABI * 1ENTS A't EXTERiq?$ RDI:JSNU_ K!"f FOR c 1T01BLADE BO ME INNOVATIVE PLASTIC LEXAN 103 RESIN Hy-pjdz 1 Q OR ® ! (SEE NOTE "F" ON SHEET 19). HV 10 w64c'f0 I N 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 38 N 3g i POLYCARBONATE SOURCES FOR 4� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR I HV 1�A BLADE. T�1 PICAi SHUTTER ASiEMBLY ! EXTERIOR ASPP Anr RESULT N.T.S. 1YMCL PRORERrkS MA1tp sme eto�Jrrt (2) HV PIN MAY BE USED 1N LIEU OF 4� AND ONLY AT HV PIN 4�2 OR AT ROt�v cE EXT�IOR aarwmnl I'm faun Im R,t9i BLADE'S KNUCKLE. L: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O 00.324' (SEE NOTE * FOR SFECFTC GNAVIIY ASTM 0792 0.043 rbA. 0.043 ISr BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04&- 3 REQUIREMENTS) TIM� ASTY D638 9.400 4si. 9.500 psi. TYP• ! I REXURAL SRiENCIN AT HELD ASTM 0790 12.500 pa,i. 13,400 p".L (3) HV PIN �? OR rfl W/ 1/2" O.D. 1/16" THICK 5_S. WASHER 8jA 0 y I FtEXUR&MODULUS ASTM 0790 340,900 Ps: 345,000 P..! SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, !I 1UPAM, NOTQQEO IZOD AMU 0256 19 FT-V 17 FT-IDr SHEET FlR RULMHU NS" S^S' WHEEL CARRIAGE f)1TAfL 44v""�Y##YWPPP RATE OKE OF U6 MM ENSM AM M Dass! o-1 CLASS C-1 cuM N..S. ASSEMBLY LAYOUT & SOF IGNITION A9TN D1929 1040'F 900'F yFApJEgbi F: 03111 CISS TENSRE STReC,"N1ER TFATHErN ASM 638 9302 R.st. 0640 P.,J. (1-) HV BLADE SOLED & (AA HV WINDOW BLADE DETAILS TOTE ST7835 81FM WFATHEWNG ASTO 136 8451 F--+ a689 P.a;. N.T.S. dij7rN°°Ok n/;,P Hon High Velocity Hurricane q� FLORIDA BUILDING CODE( 9 Y 1 [' •'••" ©2017 TILTECO,INC.•• 4I"a ©2017 EASTERN METAL SUPPLY, INC. cirvs ' ?� BERTHA KVTM i�I` A Accordion Shutter Sys �� ��� '�'� � ■��■i.l`f#G it N t N C, ■ ■ ■, ■ H.v BLADE#1 w/OR w/o H.v, vlltmow eu TILUT TESTING & ENGINEERING COMPANY American Shaffer Systems EV.N DESCRiR1tON DATE DRAWN 8Y: i Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/2 Ok Q''.• Q,: 4, �� 6355 N.W.369h.SL,Sic 30S.VIRGINIA GARDENS,FLORIA 3316f 4268 Westroods Drive 2 6� Ph.-:(305)871-1530.FaX:(305)871-1531 DRAWING I, NVF�L11 a-maEB-00671 Laam West Palm Beach, FL 33407 4 17-1 w 11 1f ' WALTER A.TILUT Jr. P.E. FLORIDA U¢.§44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF �•�� 1 138+ ��� i�•���A ���°" Q *NOTES ON HV LOCKS AND CFNTERMATES: s tc u N s T �' ® 1, MANDATORY CONDITION N: ONE HV LOCK(&or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY + V3 m 9 5 m OR 12'ABOVE ORB QW 2 OF SHUTTER SPAN FOR SPANS UP,TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCKor MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED i0 @ OR gr CENTERMATES.W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATE TYPICAL SHUTTER ELEVATION. 2. QmoN At: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWC 16 LOCKS V OR Q9 MAY BE USED AS AN INSIDE: OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERIAN OR ' SHALL BE AS INDICATED ON NOTE(1)ABOVE. -' _ LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SOB—Hv � V H - I vs 3. #2 0MUD ONLY RY CONDITION #1 OR UMMM MANDATORY COND 9 ( -{{ BE IS USED IF DESIRED TO NHAN)• LpGKING RODS ARE NOT REQUIRED AT jtURRtCANE POSITTERN ON,TIV DE 4 5 6 fl OR d F-5+Q°(25 8E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS�q OR AN ALTERNATIVE OtVIi i MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. P,&Q 24RY CONDITION/2. ONE HV LOCK 0 o ®SHALL BE USED AT CORNER CENTERMATES FOR ANY S1 17 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK t2 or®SHALL 8E USED AS AN OUTSIDE OR INSIDE.LOCK. ATTACHED TO @ CORNER CENTERMATE W/(2) i/4 0-20 x 1/2" LONG.FLAT HEAD S.S. M.S. TWO LOCKING ROL N z h'l F AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SNAG. BE AS INDICATED ON TYPICAL SHUTTER ELEVATII MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IVT MS o, iro� �zx 5. _ . . 5V iii-, D ONE ALTERNATE HV LOCK (' MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND � � INST LOTIONS AT ANY ELEVATION. AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACH O h¢ G3< OF 1/4'0-20x3/4" S.S. THUMBSCREW TO OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. RfVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO �J gvR ^43 LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.WNDATORY CONDITION 93 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK IS or a or @ SHALL USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS TO 95'.AND FOR INSTALLATIONS A7 ANY ELEVATION.HV LOCK 0 or CS or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or 14 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD 1 'SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W CONNECTION � OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON of rE SHE TY�P.FULL I1 *ETES ON HV "T" LOCKS AND CENTERMATES^ HEIGHT. OF CORNER 1. S=ND&MMATE TO MAN=ELX CONDITIOtl#I VAUD ONLY FOR 'r LM 40 -AND CENTERMATES MD)x1 CENTERMATE ONE ALTERNATE HV T' LOCK Sqg MAY BE INSTALLED IN LIEU-OF HV LOCKS OR.®FOR ANY SPAN ANL @°R °R®+rlytrolaQ1.Q + � t STALtATTONAT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LACK. ATiACHME © l`J+ `a.i OF LOCK @ INCLUDES USING REINFORCING LOCKER @, AS SHOWN ON SECTION HVG• SHEET 9, WHICH MUST i @ 10+ oR • 3 �Jt 7 CONNECTED TO CENTERMATES Ia AND W j 1/4'6-2Q x 1 1/27 LONG S.S.THREADED BOLT W/7/WO x 3/: Q•C� +� WINGNUT OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4'0x 5/0"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR @-1) 7 6 7 * +18 eR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. QB +®�+d'��R 19.i 5« t a• *NOTE.S ON HD LOCKS t CENTERMATES: 1 TYPICAL 1 HV BLADE SHUTTER ELEVATION t( W/HD C4NTERETC3)O MATR W/CEL : ONE ALTERNATE HO LOCK MA�Y,B�,E USED IN UEU 0 HV LOCKS 2 OR" S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE HD LOCK Cl MAY BE USED AS AV INSIDE OR OUiSiD LOCK.ATTACHMENT OF HD LOCK 70®iS W/ 3�'a x 3/9'F.H.S.S.M.S..AND INCLUOI N-T.S. REINFORCEMENT INSERT U AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAH OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�IS COMPLETELY OPTIONAL FLORIDi i C CODE on High Velocity UrriconE 11}t PJ`��;i, 92Dt7 TTLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ............. iG ; .,Vj BERTHA VT,., �� A.S.S.A. Y. • iL �Ec } �N�. , „ , � Accordion shutter Sys kv BI anE#1 W/OR W/O KV. WtIow W ' f r T1LLiT TESTING k ENGINEERING COMPANY Amel�can Shufier S�sf6ms H a sca,aTIOF DATE DRAWN e+: i ' 9p''•, A QF CC�o' 6355 N.Y.369SL,Sln.305•NRONIA CAADEN6,fLOHM 3316 ASSOCIQfIOf1, It1C. t OLD 15-485 7/v/t DATE o7/a ti Pnene;t3osya7l-1530.Fc.:1305)871-1531 4268 Westroads Orive x DRAWING t �+ '•.,,••,•,•. ' 111 o-moa:BHec0000l.com West Palm Beach, FL 33407 3 /��VA1 P��t'��+`' EB—WALTER A�LUr19 P.E. a z 7�-1 F.E. SEALJSlU`tVAT'URE/DATE FLORIDA U.,aµr67 6 SHEET OF POURED CONCRETE POURED ("`CONCRETE ANCHORS OR CONCRETE BLOCK OURED CONCRETE (SEE SCHEDULE ON REQUIRED 1/4"0-20x3/4"S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS tdACHINE SCREWS REQUIRED FpR I� / (SEE SCHEDULE ON Y!/ 1/4'-20 CONCRETE ANCHORS / ;/ 1 7 i 8 pR.S�A A1TONE(SEE UGUNTING a ON SHEET 7) (( f .rr / SHEET 13} NUTS 10 12"O.C. (SEE SCHEDULE ON SHE 13) /I I ! I 3 2 OR i 4 , ! i' MIA. 1/4'0-2ox3Ja"S.S. } ,✓ / j r / / i _ EQ EQ MACHINE SCREWS ti' '' -_ USING 1/4"-20 NUTS -" .�9 EO EQ t f c 12"O.C. �J/ 1j2., ✓ 1 �jr 1/2', './ 1 /;- / /i f OR f r ' '! - aR E. D. :' / ✓ / .2 "Max. . 13 15 I __ 13 15 ,r'r 1 i- E.F J % I I I f .250'Max. OPTIONAL I I i s /'•. --7 -OPTIONAL WL Www" TO T3.'V5{SD: � L SHw ♦ ' MIN.SEPARATION TO G1A55 1 tt F'OR LIfEE 0. 1 OR 11 EXISTING ON SKIT 19 MR + I - I t SSS (SEE SCHEDULE ON SHEET 11) EXISTING I, SA=W&&I I �I MIN. SEPARATION TO GLASS I t t 1 I ' GLASS- I (SEE SCHEDULE ON SHEET 11) EXISTING + i � GLASS--i r IV WALL EADER INSTALLATION HV MLALL HEADER INSTALLATION HY WALL HEADER INSTALLATION + jWMON EXISTING I i MIN.SEPARATION TO GLASS CLASS i 60a SFPA•tMNGIASS' ♦ i t' i t £XISiING + (SEE SCHEDULE ON SHEET !t)'—' i 1 SdA9o19RET I I 1 OR I MIN. SEPARATION TO GLASS 1 "i r-TT trrt etA2 Q)Aw-'"I i`(SEE SCHEDULE ON SHEET i t) I ON SIT 19? ElAO6�&� EXISTING I �' OPTIONAL �E.D."/ r i i i i+ 1/4•_ ' %�' j/r: I`I' 'I' !•/�, ,•• :'r ' I OPTIONAL Max. ��'`„ED / -, 6 •- Max. OR 15 E. D.« : f I I I+ }` r /�' `` i I i i i I i,.1/2'./. E.Days' __-_-__ / 1 9 EQ EQ-i '/r• ,✓�_'_ OR 2 OR 1 I rr- -- 1/4.0-20x3/4'S.S. r,� Min. L'•, r f Y 4'0-2ax3 4'S.S.PHILI �'' `✓ �" i t r .' ____ EQ Q PHILIPS TRUSS HEAD / j f f` /✓ /-/ �,7�-7��pRi$ MACHINE SCREWS USING i ��rl/� ` CONCRETE ANCHORS TRUSS HEAD MACHINE SCF ^y ' CONCRETE ANCHORS I/ i 1" 1/4'-20 NUTS® 12"O.C. (SEE SCHEDULE ON W/ i/4"-20 NUTS® 12' POURED CON ETE (SEE SCHEDULE 0 HEET 13) / Min. POURED CONCRETE— SHEET 13) /- �rr OR CONCRETE BLOCK OR CONCRETE K I ? SEE..ETE ANCHORS SCHEDULE ON REQUIRED WALL REQUIRED ('""� yy W .1L S I_ 1 ( ( )jV.WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV tfvAF t S L INSTALLATIQrN NOTE.FOR COMBINATION OF SECTIONS: .RL—•@ice_ INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER y"E.D. EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR H V BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE 5PECIRCATION3 ON MEET 13} BLADE 1 ON SHEET Is IN ANY WAY TO SUR ANY INSTALLATION. Tilt da 11" p �` FLORIDA BUILDING CODE(Hon High Velocity HUfriCOn( i•'�`C I-1rs' ®2017 TILTECQ,INC. ©2011 EASTERN METAL SUPPLY,INC. q BERTHA FJuTM IL E C(? ANG" Accordion Shutter Sy KV. RADE#1 W/OR W/O KV. WINDOW&, TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: ��• (t�{�t��.,:•4�+�a�, 6555 N.W.36U4 St.Ste.30%VIRGOM CMOAT�S,FLORNA 3Jt Association, Inc. ! OLD 15-085 7/27/1 DATE: 07/: /'+ •'�•'^ Phone:(305)871-1530.Fax:(305)871-1531 �2�8 WEStraaClS DfiVB s DRAWING I V Vn , t e- oRt tilt...coal...n West Palm Beach, FL 33407 3 �" 17-1 � .. r++ WALTER A.TILUT Jr.P.E. 4 ��••A�•r•' FLORIDA Lig.@ 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 0F POURED CONCRETE ANCHORS UK SPAPAIXS7 1 rr. _, OR �* 1 M SEP D0t1CONCRETE^� (SEE SCHEDULE ON SHEET 13) 1 TO GIASS(SEE 1 EXISTINGi I I T SHEET .•REQUIREI1 \ '"�i eT SCIOLLE 19 FOR GLA55---( (sfE FDUtEr / ..• / i ';1 . ESLPB OIC W SHFF.T 1s wHSHE[f 11)j ' PAB IF EXISTINGBADE mh©ASS ALEXISTING 1 ' E �/!r / ANCHOR GLASSLOCATION #10x3/4'HEX WASHER HEADDR 15 3 3/e 11 N. TEK SDREWS 9 t 2-Q.c. {miCONCRETE ANCHORSg{SEE SCHEDULE ON SHEE7 13} £O ti/ I /• '''/ li( ji"/ j r '/r/'rr/ �p /'/'' iri EDGE OF i i I 1 EDGE OF 1 /t% / / t 1/; j• r1 t j!r/, y.>!r ,j %, i/'. ,/ / EXISTING 7 1 1 _.1.1'�/' //,j i .' 111 / j ( /% STAB IF _ GLASS—•+ 1 1 I SLAB IF i�",./ • i f 1 ! 1/2 1 r EDGE OF i APPLICABLE % SI /� "J r jJ"r I APPLICABLE !'r / / f / // SLAB IF ' ' 1FH.SEPARATWN 1 r/r! r i 4 i O r j ,j ' /r APPLICABLE POURD TO UASS ISM 1 %,' 1/ / i / r. / ,// / POURED . D.'t CONCRETE PLAT HEAD CONCRETE ANCHOF SCH0XJ E ON SHEET POURED—/'jr+.' / f'l` .fi i' ;f1,f.') ! =/�f:,.i ! CONCRETE REOUIRD (SEE SCHEDULE ON SHEET 14 „i 11 FOR BADE(DAND ♦ REQUIRED FLAT HEAD CONCRETE ANCHORS ON 9.T 19i aK'kS ONCRETE a) 1 1 1 1 OR REQUIRED D.• -D.4 (SEE SCHEDULE ON SHEET 14) li TRENOH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF GQI HV FLOOR INSTALLATION t CDHV WALK-OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS Q HV OEILING INSTALLATION SCHEDULE y3, SHEET 11 ICN.9PARAMON CONCRETE ANCHORS ASS SEE SCHEDULE ON (sm �j T sGASScx E I I 1 a 1 T' SHEET 15) t/4^e 17WW 8ADV� N W1 O1�*11) d`!SHEET It) 1 _ EXISTING_,ti EXISTING G, ��'t'-- TECH7RN.OG70R tf40 PUhiJS MW.SMAPA74N TO GlA FASIEA'ERS TAPPER+ANCHORS W GLASS i E I CLASS J(SIZ s EIXnE ON S W 11) 1 —'--'� i yy.sEy�ptnav m i I 1 3/4'MIN,DASSUMENT O 6" i(sa SpaAE on 11) 1 1 O.C.FOR UP TO V-mO'SPIN NO 1 O.C.FOR SPANS LARGER THAN 1 I I�Ij4X" , r. /; irh� STILI 1'IaT�To F SfENER FIF11Yb� i I l I I I I f r i. (711'.)(.E No1E t 5 D r - tOx3f4'HEX�ErD.i ' 1 SHEEP tt FDR UMFrA1)ON$ 318" r j i 3 OR I I! a 1 1 WASHER HEAD (/ / /j 1 Cour,sDiANT 1 ---'—i I 1 mN. 1 1 TEK SCREWS i, 6 12"D.C. // j 8) Lk 14x3 4" HEX HEAD ,TEK SCREWS 9-O.C. �_ _ _f OR i 4-0-20 S.S.M.S. CONCRETE ANCHORS _ _ 8 iO 3/ 14x3f4"S.D.S. 114" USING°' ®9"O.C. fO.c. W/NUTd 9'O.C. f SHEEP i4EDULE ON % / /� 1 ISDNC NON S __ —T.•', ------' j 17 pR 18 1/2"- I-i t' %jr/ 7 7 R 18 I .1• 2.D0' MIN: wALl TRIM(DEC ! - r` / '` / f i EDGE OE r �J E.D. SU) j /`• /1 i;i " 'r is ,! .�" / SLAB IF , j #14x3/4"F.H. S.O.S. MIN. f1 7%8 / .1 7/8• /r rf APPLICABLE /e;, D 9.O.C. - REDO= cONCREtE / / f•�i f' ,I r CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) POURED'CONCRETE (SEE SCHEDULE ON ON SHEET 1 D. ' OR CONCRETE BLOCK SHEET 74) POURED CONCRETE ON SHEET 1 E / s I: REQUIRED OR CONCRETE BLOCK QPnaNAL ED POUR ' REQUIREDMO STONE MOUNT¢NG INST',ALIAT Ohl• CONCRETEV WALL INSTALLATION 'L HV WALL WALK-OVER. INSTALLATiON MAX U A.SO,DESIGN PRESSUM+64,72 per REQUIRED MAXIMUM SHUTTER SPAN 8'-0' HV RAINWARD IR95TALLATI0N t KOM, t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: FEE. D. EDGE DISTANCE REMOVABLE WHEN PERFORMEDt- S£E SHEET 4 FOR 7YP)CAL SHUTTER SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERA13LE EXIT OR SEE LIMITATIONS Of USE FOR OR ENTRANCE BLADE Q ON SHEET ,9 ASSEMB:.Y INSTALLATION DETAILS W/ (DH V B LAI MOUNTING SECTIONS CAN ALAT34N,COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ` }t 4S A. FLORIDA BUILDING CODE(Non High Velocity HUrricar IN t1 i� �4'I '.. '"•• a 2017 EASTERN METAL SUPPLY, INC. . �� 02017 iiLTECO,INC. �Y ,,�cArSF BERTH A HV TM o. A r7 Y w 1L Eco �aK�. ■ ■ ■ ■ Accordion Shutter S H.V. BI"#1 W/OR W/O H.V. WNDOW N i TILLiT TESTING & ENGINEERING COMPANY America Shutter SYSt$TAS N OESCRIPRON PATE DRAWN BY: ��'• '/Q o Association, Inc. 1 OLD 15-085 7127/1 DATE: 07, {( y1 6}55 N.W.36th.SL.Ste.305,NRMLA GARDENS.FLORiIDA 3316 g =�, 11 Phone:(305)871-1530.Fm:(305)871-1531 4288 Westroods Drive 2 DRAWING 7—,WAa-maEs lil�&OSgol.Oom West Palm Beach, FL 33407 3 17— WALTER LTER A.RLLR Jr.P.E. 4 FLORIDA Uc.#44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 7 0 ALTERNATE- INSTALLATION WIHV "T" LOCK. 0 V MALE/FEMALE-"T" LOCKS CENTERMATES 29D & LOCKERS W/ C1� HV BLADE SEEENND CONNECTION DETAILS ON SHEETS 10 A 18 MSTALLATION C1� H�cZV��BLADE o--0 i o IN �.1�«ISIING Ou55 ,LADE 0SLACK DETAIL NVF.INDICATED ON SHEET e, HD CENTERMATES . Y� AS WELL AS UNIVERSAL FLOATING BLADE 4M DETAIL HOD-NVR. �w®w©•Qw��,. lO•6'�.w IND:CATEU ON THIS SHEET,MAY BE USED WITH THIS ALTERNA cGE E4D W, I 7D•�w�'®w{i{}.®w�:l INSTALLATION DETAIL NYG SN07/N IN THIS SHEET- CONn (/'7�� Ate. (/5�� v ILYAdW SIN SHEETS NETT ANGLE W/(2)B t//1E'.TAPCOALUMN i 5/e• wil"✓'® (OPTIONAL) 4* (OPTIGVA} ANC]iGRS TO CONtRM .--..-� I._ (4)0IOA1/2`SY.S.TO NEE #1 3/4-FULL O Ht. --- IN AT EACH ANCIL(TYP) O.C.FULL tENGHT. * IN (4)N.V. IN PIN H.V. I YtL 5 3O HV "T" PINS(TYP.) S T u4. PINS(IYP.) 5 1 (�, 5 3 LOCK (INSIDE) 1 ON S 1 - ---A— ---------\Oz — _ 1 p� 5 1 28 29 1 1 1 L 5/6- 'N8' z 3/e' 35 OUT 31 oR 32 * 33 31 oR 32 31 oR 3 35 31 OR( 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 3s* (OPRON*AL1 SEE NOTE 6 FOR * HV LOCK 3 OUT FIDC—H c Wj 7f$"0 x 3/32" WINGNUT• (DPDONAt) Dk_] 1��,� 'T-LOCK,ON SHEET 5. 0* SYMMETRICAL IID CENTERMATE HV "T" LOCK {OUTSIDE) 28 SYMMETRICAL HD CENTERMATES }y/ 3 * ) LOCK (EXTERIOR) tii'/ � .� LOCK (INTERIOR) t SERIES 9444 ALUMINUM HVA* (2024-T3 ALLOYLARGE FLANGE THIN w0-e- 7Gw®mato-@- SHEET NUISERT.PART Q 0620. 10.�w1'.l' AS MANUFACTURED BY AVDEL CHERRY v TEXTORN,PARSIPPENY.NEW JERSEY ®`O•5w®•{jl .4w 07054 OR EQUAL ♦I8w1�•�8'w®•�7 w SEE NOTES ON LacN,U,.Z ROOOS]�21 NO�LOM W SHEET 5 �✓ \ **UNVERM FLOATING 8100 CTT AL hOO-MA s \ VAUD FOR ALL C0MM=ES APFUCA=;S WITH 61AOE Q P** �j A. FLOATING STACK FLORIDA BUiLDICODE(Non High Velocity Nurrlcan 02017 TILTECO.INC. ©2017 EASTERN StETAL SUPPLY, INC. �,,' `�icis�;•. ` BERT A HVTM 0.4 / Accordion Shutter Sy, . . RADE#1 W/OR W/O H.V.VAtdX)N BL 1! TILLiT TESTING & ENGINEERING COMPANY American Shutter SYStBtTIS H DES CR PTION DATE DRAWN BY: L?'•, 7' d Association, Inc. t OLD 75-085 /z7/t DATE: 07/ %_0 �, tt 6355 N.W.36th.St.Sl-305,VIRGINIA GARDENS,FLCRNA 3316 4288 Westroads Drive z s Phone:(305)B71-1530.FOX t(305)871—'.531 DRAWING ! ---L$'�O AI•` ,4'`��!\ (tl a—mol:VReCOCCOLCOM West Palm Beach, FL 33407 3 17-1 ..YAiAAA ,iT4tt WALTER A.E13-�LUT1 Jr.P.E. 4 P.E.+SEAL/SIGNATURE/DATE FLORIDA Lc.f4416 s SHE 8 01 POURED CONCRETE OR �t+ � POURED CONCRETE ETr� ORUCONCRETEREi� ORUCONCF CONCRETE BLOCK WALL �� ,f OR CONCRETE y \ I ✓ f"' REQUIRED �,i"� ! BLOCK WAREQUIRED y ,,, � f BLOCK WA ." BLOCK WALL REQUIRED �.. `�i LL. QUIs r+It EXISTING GLASS C �;` 1 f —EXISTING GLASS t" l CONCRETE ANCHOR r'/�EXISTING GLASS " l ,if �? '� j !� l t / ` 2"MIN. EXISTIN -- � J'� i t+9N.SEP4RPTIaN / ' rt' 1" f - j l 2" MIN..`' r TO GLASS(SEE I { "� MIN.SEkRAMON .%r r' SCHEDULE ON SHEET I % VN.PA� '� i i r'"�" UK E4 r EO , TO GLASS(SEE ( 11 FOR BtADEOAND I � r SCHEDULE GLASS a(S�, I /'� i i` � f� TO C ✓ (r', SCHE)l1LE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR i .� � 11 FOR ON OMD � 1 J2"� /f 5CHEDL I v. tt FOR ECADE.OMN (6063-T6) COM. SLAM O& S ig F{tR --�= 11 FOR ON SHEET 19 FOR ALUM, CLOSER I t� MMEar O&® �---� ` ON SF (LOCATE CAS DE) 10&O PLATE.(LOCATE 1/2" t I , SLADE OF O) + AT EITHER SIDE MIN. 1 I 1'2" MIN. I I OF®) f� I USE 1"OR 2"MAX. (_ 10x1/2" S.M.S. #100/2"S.M.S. I ` ____ � (AS APPLICABLE}x2"xT/B'x0'-2" it ALUMINUM CUP ANGLE0 t6"O.C. ® 16"O.C. , rA`J I (6063-T5 ALLOY)AT MIOHEIJ (1) #10x1/2"S.M.S. TO(D4 (2)1/4'@ TAPCONS ANCHORS WALL AT t"O.C. (LOCATE ASEE DETAIL E Fa f OR �� EIHER SIDE OF®) �OR}.ORSIDE CONNECTIONSEE DETAIL X FOR i OR �� TO TKSSIDE CONNECTION 6 7«a«}Q, « SEE DETAIL X.FO®«®«6 7 a" 10• TO TRACKS « «6 7O«8 10•©« Le ® 0.0 0 SIDE CONNECTIO «� �•�°ip'®e" TO TRACKS tOpp«p•p«©.p« 10 «o 6 .0.E«©.o.® ©•.��•./©��°M©"/V��'��p°" p1�1"l,��^J^��•�°`,,(6���•l./-'�p•°" p'p"t:H'.®m®'SC!.+°z ��,,, Suv 8• « �®'l.:J°"\(',.���'•�°9\:J•K,:/°" ®V`V:J°i�•'`LJ.°"0,�,.�°° gap«p•p«®.®®®.® ©.���.�a1O•�«,{ l:J•®°R l`�"�'L'.3'•V:!°tC.7"C.7" `J'®"�•�«i'.+i'."6r1«{A,.,£it � �'r� � � � C END CONNECTION_.D AIL a END CONNE(MON pETAI� END CONNECTI_ OJT ET IL 0 END CONt�EC IT ON DETA .lV REQUIRED ONLY FOR SPANS GREATER HA POURED CONCRETE OR -`� Zi GLASS ,t �!/ REQUIR RCONCRETEQUIRED BLOCK WALL GLAEXISTING �i`1 a�__� -}� f f ( _ __ d� /}10x1/2 S.M. __--___-_ 4 ��y\ Z ANN 5[FA4ATIGN ,� g i 6 a:C, t+p . - __ -=_-_--- � TO GLASS(SEE f MJN.SEPARATDN I/ —_ - _ _ %' SCHEDULE ON SHEEP ' TO GLASS(SEE ------- ---- ti./OR®OR @ OR tt FOR BADE t{�AND CONCRETE .�t/2" MIN. SCHEOtFi.E ON SHEET -----"------j _ _ ON SHEET 19 FOR ANCHOR 0 \ 11 FOR GLADE BAND 4 I L--- _--_ 0OR(S OR(9OR( BLADES O&p 12"O.C.: % ON SHEET 19 FOR - -- : COPICRETE %, 1 rJ 31 BLADES O&Q �----'- - i ANCHOR / ,r /EO OR( Ox.c, r- -- 1/z"MIN_ t u 1 4 T�----- �1 i,. -- 1/2- j EO {. B OR�OR(DOR / !'2•"MIN, • SEE UTA TAT(ONS OF USE.FOR 2"MIN. :" / "LADE to ON SHEET 19 0ORR� .3OR(qOR'(�OR0 N _G .tt 70R��\ dOR AY POURED CONCRETE OR I «®«©`O«® to•p« 7x•115«p"pap.p« END INSTALLATION CONCRETE BLOCK WALL 6 .7 6 REQUIRED O 0 Q«O O`®« (1 HV BLADE OR HV WINDOW BLADE NT p•p�p•p«p.p� Q•p«p•©«p � _CONCRETE OR CONCRETE BLOCK WALL_. END CONNECTION DETAINNECTION D"TAIL6{6 FLORIDA BUILDING CODE(Non High Velocity Hurrican, tt• T_ " 02077 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA H1PTM Accordion Shutter Sy,, _ 7WN .a ■S ■ ■ Liv. RADE#1 W/OR W/0 H.V. WNDCNV 6L American Shutter Systems REV.H DESCRIPTION DATE DRAWN BY. }0.% •^�G� TICCIT TESTING & ENGINEERING COMPANY J o e Association, Inc. 7 OLD 15-085 7/27/1 DATE'.07/ `C7�'"• �(Fj1�D 6355 N.17.36th.SL,Ste.30.5,VIAQNtA GARQEhS;itORiD0.331SE G '••"•'_ *+. ,t Phone:{305)877-1530.Fox: (305)671-1531 4266 Westraods Drive a DRAWING I e S+� IA{��1L} �N 411+ a-3:to-OtOe ftol.com West Palm Eleoch, FL 33407 3 NAL VA,,tt WALTER A TILUT Jr.P.F 4 17-1 �s``r FLORIDA U.Q 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 to 0! SCHEDULE 41 SCHEDULE 42 SCfOULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN` "L+'" WIXIMUM SHUTTER SPAN*"L+" • NOTES (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS INSTALLATION Lip CENTERMATEj @ & ® or ar INSTALLATIONS W/ u CONCRETE & WOOD (1) L+: MAXIMUM ALLOVIABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK (& or @ or or C£NTERMAT' & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK or @ or OR W NO LOCKING L-: MAX.ALLOWABIE SPAN JLSR A GNET+NEGATTV CENTERMA 28(� 29 W/ ONE W/ NO LOGKING RODS / WALL A, B. C, D, E. M. N. 0, P. 0, A.S.D. DESIGN PRM13RE RAT,NG. ('� ODS MOUNTING F, K & L R, S, & V. Fe"T" LOCK 30 /TWO LQ11OK NG (SEE NOTES f,$'t) (VALID FOR MOUNTING Q (2) PROCEDURE TO.D.'-TERMIN_ MNKIMUM SPAN R RODS 35 TOP •��GG&++BOTTOM EE /� SHEET 7) FLOOR/CEILING G. H. 1, !t, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOU)OR FLODR/CEILtt CONAEf1-&100 INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M MA=UM _ �„" un>nuw INSTALLATION wt.OE INSTALLATIONS GIVEN A POSITIVE AS-11 DESIGN PRESSURE.RATINI A.S.D..DMIGN ASD.DESIGN A.SRS 06RGR PREMRE WALL MOUNTING FLOOR/CEIUNC PRESSURE WALL MOUNTING PREMIM DETERMINE MAXIMUM SPAN "L+R'FROtA SCHEDULE. RATING MOUNTING RATING g RATING FLOOR/CEIUNO MOUNTING GIVEN A NEGATIVE AS_D.DESGN PRESSURE RATIN 6'-'.0 FOR/CBUNG MOUNTING OR DETERMINE MAXIMUM SPAN'L--FROM SCHEDULE.(a OR FLOOR ASA.MOUNTING O MAXIMUM SHUTTER SPAN "L+"OR "L-' FOR L+ (R) + (ft) L-(4) L+ (a) L-(II) L+ (0) L-(a) FINAL MAXIMUM ALLOWABLE'SPAN IS EQUAL TO TH 130 OR LES 16'-0' i6'- ' " -0" 30 i6'-p' i6'-O' 30 i6'-0' 76'--0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 705 psL A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN"BETWEEN 'L+"AND "I i 35 -10' ts'-z' 1s'-o 35 ta'-1o" ta'-tO' 35 1s'-2' t6'-10" 40 13'-10" 13'-10' 14'-2" 15'-2" 40 13'-10' 13'-10' 40 14'-2' 15•-2' (3) PROCEDURE TO DETERMUIE MAXIMUM SPAN FC 45 45 13'-1" 13'-i' 45 13'-4' 14'-3' •I' KV CORNER CENTERMATE#3 MAY USED AT ALL COMBINATIONS IN BUWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7" 50 12'-5' 12'-5' S0 12'-3' 13'-t' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS WJ FLOOR/CEILING R..OUN'f9JG5 2 55 t1'-10" 11'-10' 12'-1" 12'-11' 55 if'-t0' it'-14" 55 IV-1, Tt"-it` SHALL BE AS INDICATED ON MANDATORY CONDITION # FOR A GIVEN pOSIDVr A.S.D.DESIGN PRESSURE 60 11'-4" 11'-4' 11'-7' 12'-4" 60 11'-4" 1 V-4' 60 10'-2' 10'-11' NOTE#5. SHEET 5. RATING: 65 1O'-SG" 10'-t0' 1V-t" IV-11, 65 10'-10' 10'-10" 65 9'-5' 10'-1' DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLADC 70 10•=6" 10'-6" 10'-9" 11'-5" 70 10'-6" 10-6" 70 B•-9" 9-4• L2+= MAX. SPAN FOP.FLDORfCOUNG MOUNTING 75 10'-7' to'-1' 10'-4" 111-1" 75 10-1' 10'-i' 75 8'-9' 'tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9-10" 9'-10" 1 to'-O" 10'-9" BD 9•-10" 9'-10' SPAN 'L+"OR'L-"AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGA-M.E.ASID,DESIGN PRESSURE 85 9'-6' 9'-6" 1 9'-9' 10'-5" 85 W-6' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3" W-3' 9'-5" IO'-1" 90 9'-3" 9'-3" OR CONCRETE BLACK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 7- CONNECTIONS TO KEYSTONE MOUNTING Li­ MAX. SPAN FDR WALL JAJUNTING INSTALLATIC 9'-0' 8'-9' 9'-2" 9'-10" 95 W-0" 8'-9" LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR,AMUNG MOUNTING 100 0 8'-9" 8'-4" 9'-0" 9'-7' 100 8'-9" S'-a" MOUNTING MON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9' 9'-4" 105 8'-7" 7'-11' 110 8'-4' 7'-7' 8'-7' 9'-2- 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPJd4 IS EQUAL TO THE 115 8'-2" 7'-3" 8'-4' W-71" 115 W-2" 7'-3" SEPARATION TO GLASS.. SCHEDULE MINIMUM BETWEEN %::+!.-L2+!". 1T-"AND "L2-' 120 e'-0" 6'-11" 8'-2' 8'-9' 120 8'-0' 6'-t 1" (4) GO TO ANCHOR SL=- ULE WITH FINAL MAXIMI, 125 7'-10' 6'-8" 8'-0" 8'-5` 125 7'-10" V-8' - ALLOWABLE SPAN AND NEGATrr.ASA.DESIGN. 130 7'-B" 6'-5" 7Mk '-10" 8'-1' 130 7'-8" 6'-5" WIND ZONE PRESSURE RATING TO D£fERM.19E MAXIMUM ANCHOR 135 7'-7" 6•-2' 7'-9` 7'-9" 135 7'-7' 6'-2' 140 7'-S' S-11" 7'-7" 7'-6" 140 7'-5" s"-1t" ASTM E-1996 SEPAARATIRATION SPACING. 145 7'-3" 5'-9" 7'-5" 7'-3" 145 7'-3' 5'-9' TO GLASS 150 7'-2" 5'-7' 7'-4" 7'-0" 150 7'-2" 5-7' 155 7'-0" 5'-5' 7'-2" 6'-9" 155 7'-0~ 5'-5" } THRU 3 }" 160 6'-1 t" 5'-2 7'-1" 6'-7" 160 6'-11' 5'-2' 165 6•-10" 5'-1" 7'--0' 6'-4" 165 6'-10• 5'-1' 170 6'-9" 4'-t i' W-11" fi'-2' 170 6'-9' 4'-1 Y 175 6'-7" 4'-9' 6'-9" 6'-0' 175 6'-7' 4'-9- ISO 6'-6" 4'-8" 6'-B' 5'-10' 180 6'-6' 4'-B' i H Y V LA�E 185 6'-5" 4'-6" W-7' 5'-8' 185 6'-5" 4'-6' __ 190 6'-4" 4'-5" 6'-6' 5'-6" 190 61-4. 4'-5" 195 6'-3' 4'-3" 6'-5' 5'-5' 195 6'-3' 200 6'-2" 4'-2' 6'-4" 5'-3" 200 6'-2" 2p5 s'-t' 6'-3` s'-r zos s-i' ,a�� FLORIDA BUILDING CODE(Non high Veibcity Hurricane 02017 TILTECO,INC. 02017 EASTERN XIETAL SUPPLY, INC. BERTI4A NVTM i 1.. L E C mc. A■ ►>t� .tA. Accordion Shutter Sys e — H.V. BLADE#1 W/OR W/O HN. WINDOW BLU TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESCaiFTiON DRAWN AWN BI:M: <_ > Association, Inc. 1 oLD 15-D11s /27/1 DUE 07/. 6355 N.W.361h.SL.Ste.305,VIRGINIA GiRDEN3,FLOPOA 331 Phone:(305)871-1530.Fax,(305)871-1531 4268 Westroods Drive 2 DRAWING P a-ma1L•6ltecoaao1 .aom West Palm Beach, FL 33407 3 ,�7_,� . EB-0006719 4 WALTER A.TILUT Jr.P.E. 5 SHEET FLORIDA U..11144167 P.E. SEA!/SSGIIATURE/DATE 6 11 OF • r .ii• :4-'k•. .Ii_ :�► e: '•�• i • •Iir •ii' e: •r. ::l •: su ::1 miammm� ¢i m�racs®m m mmmmm� t a c�mimi SEM IMEM m©mmimi R;![F�mQ00 EI RIR3i�ElOOMIOR��3fllOM>fOMIMIR� E�MaRI E7000 E�OtIOQCIQii@E� ' R�mi�000it30R�Qil7E 00t�0iElmmOOOfai EINISIE>•iE7000R"a®OR70[=0[3R31DOi EMM310 I. »Im In COMER XMI Ell 1m000Ell OE�R�mR70C/O[ 0[IQOOOQL7R3 RImmM�0000 m®00131M[Min i��00ElOmEIEIt70nRJAmEIE=E=Q •�oRI� MR"" �mmE�OEao[E ti700Ell Cli mE>ro0Ell"Emi"Ka MUM III mINCOME rf7� oOR�M E"" 133w 300ElR mRlpp[iA[3it3MUSMEtiMl30RitOB3M "WEE=O RaiE#mE110o®a RImmEI00CM!"RJmmmmunu OmmEEOOan R:MmiDEIM�0000MIamOOE MIM R�EVA,K t Ell g��mEIOEf/�E3it�m@mEAILEE�Imes [a" C11 ElMKMM - VAIMM0E1>DILA KaEEEiEa Ra,i�im�006EiaiLiimQ7000[lEl�RJmR7El000EIR:MmQMM7irwanRamitaOFXiEE11nnE7 CMM7®E&itlEl .• Im�EaoEI�IOR�iFEEdEIODOEE�R�mmO"KNUCI lmtG\E=!DE/aORlm113MM 70AOHoElKRIM � dlm a1Eli7EfrinamMammmm lXMIMM JmmIEp7El0[I©iilmit\OE71©iR7CiRIIMEMM X101121 R7HENElKNZI ; 1UdI00�EO1C01i112min IilOiO mmimEl IOiCnii mMIMIM�old o®me a R91mlEs" Etl MEME21"KNUMaRatmiC1M7M70MIMli[lmini000E7omN113MMKIII01 E�Ell ""E>t� MUM ElEIE'OMamigfL\OEli<lnaRIRIM tiiM EMIM iIMMl ClIM RamR]OOO101a1GMmm0000®Rlm[KInCiOE0101LEiO 1C1Imia00MlaaR3mmm"w 3aRImmMI00EMt0ENIA nan�mEImEOXIII EIEIOEDUUMItMM<Ma ®Im/tMOM7MlnaaMmQlpOm"MUM mEIOMaO01LMmKE03 naawmm"Ell" E70o0E7EEE&3© ' QamQ\M7l�annmmM— C11Qa10103 lEI000RIm117E�naani8#mmEamntQ t7E>1DElC ElE3�o iLi .mElflF\�IIaoRtf E:7ME1000®mmNOKIM oRlmiL\Ooaa iLMmiI7Ek3 On OE»E)ilElittO 1nimR�iElmMlrini�M maOmnammmNOF r�iomm® m" nv EpE�ic��a® - IM 113QF 121101 ON w KRImnlisiLImmiElEl[sianR3miL\O 101 113MM©101AEEiftiE3EliEilill ' R''7iFIR]EEiM700Main f X11121 aRI®ffa 00Rimm©1nna0RlmMMU1©121101 lE7mm"M RIiEiRIEIMMtMM Ka M=oaRImiIIEIII RXmUSIM nRlif\IMMIM00KxMl== mimmmanOR�mmEl®oOaQlimmQl7nINIMME7!•70nnaaaR�mE3E�El nnOEaEl[EIEId®oo R EINIIM IIIIIImmOMMMMRlmialElOnOniilm113M In MOmOnnEXIMEEE.*E�t•�-3EEEE R IIm il"Mlfnana 113 cam= RlmmEamOno i3=900012 l®®E7nOonEJOFlrit7Eli><Cin Rlii'IfD10ElOnMa0mR7ppM7n0101113 O p: nOnEN ElnnaapR�mOC�CrOQOEa10 ®F M3101 RIm.IMMIE�ann®mRlOElMnna®mitl00nn0MMMIS III Mnn00aOEM� MMCi R\EU EBIES E\a101 ' i�R[ic9.M�mm0Ml�an�nnQOn�aOO�M7H0a00 mm000 OiImO�nOdaQEMIUMMM�n"MR37Eppll�pppOEIEm7 M IT ED nnmn1111 ww"Enn � nllus "MIM EAMEOM IFIRm�©©�� 3III O � � 00�ADMR211 ����n RlmR7aOnalmnnUmma1211mmit7Ex O III EEiOM III sum "==us MRlmsaOOnOvIIImO\innaaaOElEI*[lRE©H©E=E!== ENAH � a1I101 Ill iQ Eai/MM 121 OEIQLEiE9®aCRQ [f,IIifImEiaaooRlmmMIMnnnR3mi�nnnOommil nnanii\mmill Ill MQEIOE70EMEM ' InEz nanOmmOCMnonaR�mianE7n0101 BE BC/�1E]>30aaIII 111 tiEiAlLfldan00 BERI»M3panMiMs:RlmitlO101 101 mR7anirM== MM MMM 101101101 3t3MIMInOMI � E M . 12fiaaCMO®madnnoammM III 00 101101 Ei3tE1mM�MECro _ Rl113 M 111 133aan00n6lmnnM=an0R�mMlnonMMRlmannnnM"iEl#IM7M3M1MMIM= LLMQMnonM III mannnManaMmMa0nnn121 03 nnaoMVII M nnaCM!" ®Ovo � � • � s RImOnMaOnMa RamaaOnto�ia =133101101 121101 fiE3El000na0�itmaannMME 0 oMI �iLMmOvaan121 la an0 a¢s®ta0 an M7MInnEMnMaaElM 101101 Ma M7MlilE7MEMaZMo • ` M mmnnan=Ma Him 11121101 R;MmMaMaMann�tZM0n00na0 RamaL7a0Man EIOMIotr�iIMMIMl ®a121101 M ®maao1=101 Mm0van0 R7MlfannMaMlCMiaF�MiManoanOiF3MIMIM7L7MM<0 RIMIMIII va0Rlm0apOvaRl vavaO�f�MlOd0aa0�Ova0nnpM7M01MIOM7n0® �RInOaMaMaMaORNMaaO!oPiaM ER M 12102i7F\a00MaMaaMaE�naaMlaOMi�E�iE€1M7anMaMl QMOOOMa®a®RJMaaavaaa6ilCMMiMaM:MaMI iLlan®nnanR:MoananoMaMlODi7M7®Marta ' Cx== MMM 121101 a101 121 ElanaOnMaMaOMEN 123EIMM>OMI R1000van®uMOaMa�nOaiLI000nan0ma00vaMaa11IMAav121121 MI®MIMJIMMIMMa iCMao>vaavOR�vaa OOnRIMIOaMaaO�MiMa101101 MIQMaan00M IIISIME iO MMM OMa0Ma0M7nRalvaonlalvaRavaManav R3nnManniCMM=R MiMaliiloIII IMEMi80M3MIMl ' 1.G 121101 aaOMiR:�OCMaOavaQMnMaanQnMaDaOMaava00MaMaaMlvaM EXIM IE�OMaaa RIavAMaMa6M0iaM'iOVAaAaRI n0 E57�1i '��-3AM7nM7aMIRMmMEaOCEM=0 MIMci['f3M7MIAMIMa i'1i i i) III , SII � - �1Viia�' � •. •- • •s �, !, a ©� .•• rr �' M��® h MAXIMUM ANCHOR* SPACING (LAIN CGHFFIT H F FOR A GN1EN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE: A,S.Q.WM NEGAINE PRESSURE RATING p#SD A CORK ?jDING MOUh NG TYPE FOR CO NCR nR CONCRETE BLOCK JNgwaTiON 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SEE MOUf:TNGS E.G.&H ON SHEETS 6&7) POURED CONCREi€jCONCf3ZE BLOCK POURED CONCRETE (A) TO.EXISTING POURED CONCRETE (Min.rc .3 ksi) FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUiLDEX. (Min.V.o MAXIMUM �£ WALL SILL MOUNTING I:�CEIUNG MOUNTING ORS SPACING LEGEND - 1/4"0 x 3/4'ALL POINTS SCUD-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECALTY COMPANY. (Mtn.rc 4 ft SPApESGN NDi111YE RATING 1 •DESIGN NEGHNE P�SSIANE RAC.Ti ,11L9GN NEGATME f41F55VliE RfiING 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc- 2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 90 /2O 160 2D5 30 4O 60 75 90 120 160 205 TAPCON OR - 1/4"o TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPE TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THC AMERICAN SHUTTER SYSTEMS ASSOCI 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6' 6 14 '12 10 9 @ 8 6 6 THREADFORM'TECHNOLOGY (Min.rc o 3 ksi) 3•-0' ti 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 "e 8 6 S BLUE TAP W/CAP NOTES: I4 12 10 9 8 8 6 7 14 12 TO 9 8 8 6 6 14 12 10 0 8 B 6 6 Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AT 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•_0" 14 12 t0 9 8 8 6 6 14 12 10 9 8 8 6 :6 14 12 10 9 8 8 6 SS 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO E 174-11-2- 10 9 8 8 6 4.5 14 12 10 9 8 6 6 5.5 14 t2 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 •`-+�UI�A-11 OF US£FOR NST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 @ 8 6 5.5 14 12 10 0 8 8 6 45 BLADE`1AJ CN 58EEt 19 5-0' /4 t2 70 9 8 7 4 - 14 12 70 9 8 65 5 3.5 14 12 10 8 6.5 5 3.5 3 A3) N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR F 14 12 TO 9 8 17.514.5 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4.5 .75 ANCHORS.SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SFiAI.I.BE AS IN 1{ t2 8S JS 6.514.51- - t4 12 10 9 8 75 SS + /4 L2 t0 9 8 b 4.5 3S NOTES Ai)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS VRTIL OR WITHOUT METAL STUDS CONSULT THIS ENGIN 6'-0' 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5S 3 - 14 12 t0 8.5 7 5S 4 3 14 12 8'6.5 5.5 4 3 - (8) TO EXISTING CONCRETE.BLOCK:(ASTM C-90) 1{ 12 10 9 8 6 - - 14 .12 10 9 8 8.5 5 3.75 14 12 10 8.5 8 5 4 - _ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 @ 6.5 5.5 J - 14 12 10 9 B 6.5 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4"6 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7._O. 14 12 10 9 8 8 - ^ 14 12 10 9 8 T 5 4 14 12 10 9 7S 55 4 3 _ 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 B 6.5 4 - 74 12 9 7.5 8 4.5 3S - 14 10.5 7 5.5 4.5 3.5 - - 1 f4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPEC 14 12 10 8S 7 4 - - 14 12 10 9 17Z 5.5 4 - 14 12 9 T 7.5 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIA 14 11 7 5.5 4.5 - 14 12 10 9 17.5 5.5 4 14 12 9 7 6 4.5 3- - W-0" 14 72 /0 9 8 6S - - 14 12 10 0 8 6 + - t4 12 10 8 6S 5 3.5 -• NOTES- i4- 8. 14 15 .7 5S 3 - ^ 14 72 8 6.5 5.5 4 3 - 2S 9.5 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"ANI 14 t2 19.517.5 6 - t4 12 9.5 a 6.5.5 - - 14 12 8 6 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - I- I-114 12 10 1 8 6.51 5 1- - 14 112 1 8 6.5' 5 4 - 9._O. 14 12 10 9 8 - - I- 114 12 10 1 0 7.514.51- - to 112 184 1 7 15.5 4 - B.2)MINIMUM EMBEDMENT OF 11/4�0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE I 14 11.5 7.5 6 4 -114 11 7 18,5 S 13.5 - 11 1 8 154 14.5 13L - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOT 14 12 8 6.5 4.5 - - 14 12 B.5 7 5.5 4 - 14 10.5 7 5.5 6- 4S - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 8S 5.5 4 - - - - 14 12 9 1 7 6 4.5 - - 14 11 7 SS 4.5 3.5 - i4 12 10 9 7.5 - - 14 12 f0 8 6.5 5 - - 14 12 $ 6 5 4 - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAW OR FL 10,-0" 14 TOS 7 S 3.5 - - 13 4.5 65 5 4 3 - - t0 ?.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SPMA WAW FINISHES.ANCHORAGE St4ALL BE AS INC 14 11 7S 5.5 - - 14 11S 9 G 5 4 - - 2.5 9S 6 5 4 4 NOTES B.1)&8.2)ABOVE FOR INSTAWTIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE TOS 8 5 - 14 12 a 6.5 SS 4 - - 13 t0 6S 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL SNOB SEE SHEET 20. 11•-O" t4 f2 10 - - - - 14 12 9 7 6 45 - - 14 105 7 5.5 4.5 3S - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC.ARONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 12 9 e 4.5 4 3 - - 9 7 4S 3.5 3 14 10 7 - - - 14 10.5 7 5.5 4.5 - - - 11.5 8.5 55 4.5 3.75 - - (p) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4S - - - - - 14 11.5 7S 0 5 - - 12 9 6 4.5 4 - CF DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12-0' 14 t2 10 - - - - 14 12 8 6S 55 - - - 13 10 65 5 4 - - ' 1S 85 4.S - - 11 8 5S 4 3.5 - - - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR S. 13.5 95 6 - - - - - T3 9S 6S 5 4 - - - 0.5 8 6 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 5.5 4.5 - - 17 8.5 55 4.5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' t4 12 - - - - - - 14 tiS 7:5 s 5 - _ - 12 9 s +s 4 _ - _ FACTOR 10S @ - - - •- 10 7.5 5 4 3 - - 7,515S 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER + 2.518.5 - - - - - 't2 9 s 4,5 4 - - - 9s 7 5 4 - - - uta ^p EDGE TAPCON T}1P;EADFORM TECHNOLOGY 'POINT SOLID SET BLUE TAP Wj CAT' MIN.SPACING e 8 - _ _ _ - 13 9.5.6..5 5 _ _ _ _ 0.5 7.5 5 4 - - 171/ BLAD OR OtCTANCE 74 6 - - - - - - 14 TOS 7 5.5 - - - - 1t &5 - 4.5 - - - - E.D. MIN.SPACING- 3' MIN.SPACING 3' MIN.SPACING 3 1/2" MIN.SPACING= 3' 3 3/4' 4' 14-0' t0 7.5 - - - - 9 7 45 3S _ _ _ _ 7 5 3S 3 _ _ _ FIV .BLADE POURED CONCRETE& t p El= POUTED CONCRETE& POURED CONCRETE& D Oximn V IMDp�N CONCRETE BLOCK MN E0..3 1/2• WL EA•2 1/Y CONCRETE BLOCK CONCRETE BLOCK ED.•3 1/2'MN.E0., 14.5 8 - - - - - 11 @ SS 4.5 - - - - 9 6.5 4.5 - - - - ROL E0...T MNL EO..3 11r, WA ED.=3' 7.5 - - - - - - 12 s s - - - - 9.5 7 4S - - - - 3" 1.0 6.90 1.0 0.78 1.0 0.84 l.[ 15,_0" 14 - - - - - _ 13S 10 65 - - _ _ - 1p.5 a 5 - - - BLADE WORKING 2 1/2' 0.81 1.0 - - 0-67 1,0 9 - - - - - - 8.5 65 - BS. 5 3 - _ IN UNISON '♦ 10 - - - - - - 10.5 a 5 - - - - -- 6s 6 a - - - - 2" - 0.71 - _ - q.5t - 7 - 11.5 8.5 5.5 - - 9 6.5 45 - - - - - 1 3/4' - Q.9T - - - 0.43 ,16-0. 14 - - - - - 125 96" s _ 1 1 2' 0.35 - - - - 95 7 5 - - - @ s 4 - - - - 0.35 FLORIDA BUILDING CODE(Non Nigh Velocity HUrrican 1/LI ,-tEVI A, TJ + 02017 7ILTECO,INC. Q 2017 EASTERN METAL SUPPLY, INC. • �.• 1 s � 6 BERTHA HVTM ` AAccordion Shutter Sy; o. ! » E ,{? INC. tz KV. MADE#) Wi OR Wio H.V. WINDOW R S y• American Shutter Systems t Q raa l� TILUT TESTING & ENGINEERING COMPANY Y Lv.No DESCRIPTION DATE DRAWN BY, •"'�' /p : i• 6355 N.W.36th.St.,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/ O OF 4268 Westroads Drive 2 Phone:(305)87T-7530.Fax:{305)877-1531 DRAWING c'`^ .pRIDPZ�tY AA a-mal:lltecoo-I.com west Palm Beach, FL 33407 3ES- 17^1 U"! .... • ...• `�v1 LL WALTER A�LL6R1 Jr.P.E. 4 P.E.�SEfA� &�1f2E/DATE FLORIDA Uc.j 44167 a SHEET 01 MAXIMUM ANCHOR* SPACING !(n 1 SCHEDULE FOR A GIVEtI_MAX. SHEER SPAN. A G.DDFctGN NEGATIVE PRESSURE RATIL'Q AND.A CORRESPONDING MOUNTINQ TYPE F•OR CONCRETE OR CONCRETE BLQCK INSTALLt77� ONS (SEE MOUNTINGS 1,J,K&L ON SHEET 7) POUF I)CONCRETE THO (8)WALL/FLOOR POURED CRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER& I! TRENCH d@RAINGUARD MOUNTING (:.+WALL/FLOOR MOUNTING @WILL/WALK OVER MOUNTING A.S.D.DESG1 NEGATIVE PRSM RATING O,M H NEGATIVE PREAV iE RATING D.DESIGN NEGATNE PRESSURE NG(PSI ASU.OECGN NEGOM PRESSIGIE'I-(pa TAPCON WI HN OR 00 ADVANCED (!c} 30 40 BO T 751 90 1120 1601205130 40160 75 9011201160 205 30 40160175 90 920 180 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 /2 /0 9 8 8 6 6 12 12 12 12 12 15&5 65 7 7 7 7 7 7 T 5:5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3,-0- 14 12 f0 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS t4 12 10 9 8 8 6 6 12 12 12 12 0.5 a 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 a 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 1S 85 6S 5 7 7 7 7 7 7 5.5 4 'S 5 5 5 5 5 5 4 4-0• 14 i2 10 9 8 8 6 6 12 12 12 12 12 95 7 5S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 72 10 9 a 8 6 tl 12 12 12 9.5 6 6 45 3.5 7 7 7 7 7 7 65 5 5 5 0 S 5 5 5 5 14 12 10 9 a 8 8 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 12 12 12 11 9 7 5 4 7 7 7 7 716.514 3 5 5 5 5 5 5 4 3 5,-Oe 14 12 10 9 8 B 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 95 75 6 45 3S 7 7 7 7 7 7 5 3S 5 5 5 5 5 5 S. 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 75 55 4 3 7 7 7 7 7 4.5 .3.5 - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON'SHEET 13 /4" 12 TO 9 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 12 1D" 9, 8 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 -- 14 12 10 9 8 8 6 6 12 12 tO 8 6.5 5 3.5' - 7 7 7 65 5.S 4 - 5 5 5 5 5 } 3 ',-O, 14 12 10 9 8 8 6 6 12. 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 S 5 5 14 12 10 9 a 8 6 6 12 10 8.5 5 4.5 3 - - 7 7 7 7 6.6 5 J 5 5 5 5 5 5 3.5 3 14 12 10 9 x 6 6 6 12 12 aS 7 s'S 4 - 7 7 7 7 7 5 - - x 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 u 1z to s 1 8 6 - 12 12 65 7 15.514 3 - 7 7 7 55 45 .3 - - 5 5 5 5 45 3.5 - PSF A.S.O DESIGN PRESSURE 8_O. i+ 12 to s a a 6 - 12 12 O5 75 6 45 3s - 7 7 7 7 7 7 7 4 5 5. 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 5 4:5 4 3 - - 7 7 7 7 0.5 4 - - 5 5 5 5 5 4 3 SCHEDULE #3, SHEET 11 14 12' 10 9 8 a 6 - 12 11 7.5 6 5. 75 - 7 7 7 7.5 6 4.5 - - 5 5 5 6 5 4.5 - ' 14 12 10 9 e 8 - 12 1S 75 5 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 14 12 10 9 8 8 12 12 95 65 5.5 4 3 - 7 7 7 7 7 7 fi 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 r - 5 5 5 5 5 4 3 14 12 10 9 8 6 - 12 '10 6.5 5 45 - 7 7 7 65 55 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - 12 10517 55"45 35 - - 7 7 5.5 SS 3.5 - - 5 5 5 4.5 35 - 70�-0° 14 12 10 9 8 8 - - 12 11 15 6 5 3S - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 44 74 12 10 9 "8 8 - 9S 1 45 3-5 3 7 7 715.514.51- - 5 5 5 5 45 3.5 - - 14 12 Ia 9 8 8 - 12 9 6 5 4 7 7 7 6 5 - - 5 "5 5 45 5 - 14 12 10 9 8 8 - 12 95 6 5 �4 3 - 7.. 7 5 4 3 - - 5 5 4 3S - 11 14 12 10 9 6 e - - 12 10 7 55 45 3.5 _ - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 4 j/.}�� \ / 14 12 10 9 8 8 - - it 6 4 4 3 - 7 7 6 5 4 - - 5 5 5 5 4 3 - �� V BLADE ONLY 14 72"10 9 8 8 - - it 8 5.5 4 - - - - 7 7 7 5.5 4.51- - - 5 5 S 5 4.5 - 14 12 10 9 8 1.5 8.5 5.5 4.5 35 - 7 7 4.5 3.5 - - 5 5 4.5 3.5 3 - 12,-0"14 12 10 9 8 - - 12 9.5 6S 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12' 10 9 6 8 6 4 3 7 7 55 4S 3.5 - - - 5 5 5 4.5 4 3 T4 12' i0 9 8 - 16 7.5 5 4 - - - ? T fi 5 - - - - 5 5 $ 15 4 - - - 14 12 10 .9 8 OS 8' 5 4 35 - - 7 6.5 4.5 JL5 - - - 5 5 45 3.5 3 13,-0 i4 12 TO 4 8 - - - 15 85 6 4.5 35 3 - - 7 7 7 7 7 4.5 - - "5 5 5 5 5 5 45 3.5 14 12 70 9 8 7 SS 3.5 3 7 7 5 4 3 - - 5 5 5 4 3 - - 14. 12 10 9 8 - - 9 7 4.5 75 - - - - 7 7"5.S 4.5 - - - - 5 5 5 45 4 - - 14 12 1p 9 - 10 7.5 5 4 3 7 6 4 3 - - 5 5 b 3 - - 14-0" T4 12 10 9 - - - OS 9 5.5 4 3S - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 14 12 10 9 - 6.65 '3 7 7 5 3.5 - - - - 5 5 5 4 - - - - 14 12 10 9 - 8.518.5 4 7 7 5 4 - - - 5 5 5 4 - - - 14 12 10 - - - 4 7 4S 35 3 7 5.5 3.5 - - - f- 5 5 35 3 - - - 15�-0" 14 12 10 - - - - '- 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - `u 5 5 5 5 5 4 3 14 12 10 - 6 4.5 3 7 7 4-53 - - - 5 5 45 3.5 - - 14 12 id - - - - 6 4 - - - - - 7 7 5 - - 14 12 i0 - - "'fl6S A 35 - 7 5.5 3.51- - 5 5 31 - - - - 16-0"14 12 10- - - - - 7 4.5 3.5 3 - - - 7 7 7 1 7 1 6 3 - - 5 5 5 5 5 4.5 35 14 12 10 - - - - - 6 4.5 3 - - - - - 7 65 4 - - - - 5 5 4 13.51- I- - T4 12 10 - - - - 75 55 P.751- - - - - 1 7 FIR♦ - - - - 5 s 4.51- 1- I- - FLORIDA BUILDING CODE(Non Nigh Velocity HurricanE 02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. '.iGE,vsBERTHA HVTM ' ■An Accordion Shutter Sys IL EL E s ■ C O .N.. ttv BLADE#1 w/OR w/o KV. ynreoaw el, American Shutter Systems _ (7J ; TILLIT TESTING & ENGINEERING COMPANY y R DEst9NPnoN DAIS DRAWN fir; 6355 N.W.36th.SL„Ste.305,11RGIMA GARDENS.FLMOA 3316 A$EleetattanF Inc. 1 Ot.O 15-085 7/27/1 DATE 07/: 4 Phonc (3(75)877-1537.Fax:(305)871-1537 4268 westroads Drive 2 DRAWING �-�1� ' :�!►iIU,. \e��.Ai1�1 a-mcil:Ult-O191.com West Palm Beach, FL 33407 3 17-1 `0NAL�� �F1A4 WALTER A.MWT JF. P.E. { P.E. S�C/36AYt1RE/DATE FLORIDA Uc. 44167 6 SHE 4 OF GIVEN MAX SHUTTER SPAN._NEGATIVE:A.S.D. DESIGN PRESSURE )RRESPONDINr'' MOUNTING TYPE. (sEE MOUNHNGs ON SHEETS i6&17). L_. B :EE;'T' FZ I=- SOUTHERN I=- SOUTHERNPINE No. SPRUCE PINE PRICE PIN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55. FIR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MNG 0 FlQ W/ W/ MIN. G=0.43 W MIN. G-0.36 MAXIMUM SPAN(f1) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGSM, N. O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS BO. WALL MOUNTINGS B.O.:WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S &V S &V S&V UD ow wuz BTS&K 0176 Tp} om nm RTSSFE om V,MITSM IExa 1'RS9E£U111(pi)ka TIM W.W.Ream wino 64 M mm Tam R5$Pc w c(F!)LU 11a Nw.s Ron MW"W 03n1 tWM E PMW?AM(E11 'EM W.E REW W:B MpilJ um+na ROM PADS(p)LS0.OBT f=,T PMR FARC M 30 140 160175 190 05 30 40 60 75 90 05 30. 40 6075 90 05 30 40 60.75 90 05 30 40 60 75 90 05 30 40 6075 90 05 30 40 6075 90 05 30 40 '60 75 90 05 X30 40 6075 90 05 30 40 6075 90 105 -0'OR LES 12' 10 '10 9 8 8 6 6 61.6 6 6 12'10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6' 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 '.12 12 12 12 12 12 12 l2 12 72 12 72' 4'-O' 12 10 10 9 8 8 6 6 8 6 6- 5 12 10 10 9 8 8 '6 6 6 6 6 6 12 10 70 9 8 "8 6 6 6 6 6 6 6 5 4.4 4 3 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 8 B 6 6 6 6 6 5.&12 1p 10 '9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 8 6 6 6 6 5 6 S 4 t 4 3 72,12 12 72 12 12 12 12 12.12 12 12 12 12 12 12 12 0. V-0' 12 10 10 9 8 .5 6. 6 6 6 5:5 4.512 10 10 9 8 5 6 6 6 ".5 5 4.5 12 10- 1019 6 3.5 -6 6 6 6 5-4.5 6 5 4 4 3.5 12 12 12 12 12 12 12 12 12 12 12- 12 12 12. 12 12 10 8.5 7'.-.0' 12� 10 10 9 6.5 4. 6 6 6 5.5'4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 �12 12 12 12 12 12 12 1212 10. 12 12 12 0.5 8.5 7.5 t2 Tp 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 S .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 t2 12"12 72 12 11 9..5 12 12 1.5 9 7.5 6.5 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3. - - 6 6 H3 - 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-O' T2 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3'^ - 6 6 6 5 - - - - 12 12 12'12' 1.59.5 1212 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- _ - 72 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - 6. 5.56 5 - - - 12 12 12 12.10 B.5 12.i2 12 9.5 8 7 12 12 8 6:5 5.5 4.5 72'-O' 12 10 4.5 - 6 6 4 - - :12 70 3.S- - 6 5 3.5- - 12 ,O - - 6 5 6 5 - - - - 12' 12 12 159.5 8 12 12 it 8.5 7 6 12 1.57.5 6 5 4 13'-0' 12 90 - - - 6 6 - 12 10 - - - - fi 4.5 - - 12 7.5. - - '6 4.5 6 4.5 - - - 72 t2 12 tO_ 8.57.5 12 12. 70 8 6.5'5.5 12 O. 7 5.5 454 74'-0' 12.TO - - fi 5.57 - - - .5 4.5 - - S2 7 - - - .5 4:5 6 3 - - - - 12 12 12 9.5 8 6 72 12 9.5 7.5 6 4:5 12 9.5 6.5 5 4 d 15'-0' 12 - - 6 - - ,2 - - 56 - 12 12 71 97.55 7242 8.516'-0" 12 - - 6 - - - - 12 - - - - 5 - - 1.5 - - - - 5 - 6 - - - - - 72 12 70. 85 6.5 4 12 12 8 6.5 S 3 11. 8.5 5.5 4.5 3.5 HV BLADE OR 1 HV BLADE WZ HV WINDOW BLADE WORKING IN UNISON* ♦sF uugAnays OF USE FOR elAOE 4 CN SHEEP 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD•SUBSTRATES. 1.ANCHORS TO WALL.FLOOR'OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3."SUBSTRATE SHAM.CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(NAS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.5.) EACH SECTION ON SHEETS.16 t&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N-D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TWE U.SHEET 17 AND SHALL.CONSIST OF LAG SCREWS AS PER.NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER ;AAdr FLORIDA:BUILDING CODE(Non High Velociitty Hurrican ` ^ P. f�, q� 02D,7 TILTE=D,INC. 2081 '�THIK17 EASTERN METAL SUHLV�i'M V7 V fY _ Accordion.:Shutter _ � 1#L�RC o �N�. AmS.rS.A. H V. #, W/OR W/0 H.V.HNANOQW BL American Shutter .Systems REV.No DESCRIPTION DATE ORAWN BY: Association, Inc.TILLIT TESTING & ENGINEERING COMPANY Atx 1 OLD 15-085 /27/7 DATE 07/ !� 5355 N.W.36th.St,Ste.305,NROUnk GARDENS,FLORIDA 33161 42sB WBStf.0Od5 Drive 2 'UPIPhone:(305)871-1530.Fax:(305)871-1531 DRAWING _ n�! !! a-mol:Wteco4ao6com West Palm Beach, FL 33407 3 ,��.`,I ". /V ��'�lv��111! WALTER A.EB_TILLIT U0067tJr. P:E. 4 �rrr FLORIDA Uc..#44167 S SHEAT P.E. SEdtf3t&NA'TURE/DATE 6 1S 01 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR i HV & A HV♦ BLADES _ AS APPLIC WALL FINISH MAX. SH{JTTER SWAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE(ONLY SHALL BE L. IMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE, RATING. SEE SHEET 13 FOR MAX SPAN & j1 ,/a"P TAPCON OR S.D.A, --DESIGN_P,RESSURE RATING FOR INSTA TIO W B D WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'4 TAPOON OR W/ 7 1/2`Min. PENETRATION !/ I rTAPCON WITH ADVANCED THREADFORM TECHNOLOGYrF OF THREADED AREA TO ( - 1Jf 1 t/2`Mtn.PENETRATION OF THREADED AREA TO EXISTING E tM SEPARATION I t I EXISTING WOOD HEADER. I I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ( 10 GLASS(SEE 111 ., ij 1 (SEE SCHEDULE ON SHEET 15) r t, t/((�� f- ,/4'O-2Ox3/4'S.S.MACHINE F SCHEDULE ON SHEET I OR I�..'7q N RDANY- 18 SCREWS W/ t/a'-zo Nurs ,1 FOR BADE MR `1 q� f !' O ® 12`O.C. ( QV SHEET 19 EOR i l 1`Min. EXISTING 6 BLADES t�gQ7y1 :i �( GLASS—•t i fI OR 5 WALL ,/ ! ;,fJ)" �''•;I (_OPTIONAL �.' _WALL ( EXISTING MIN. - FiHiSN I ORn qI Y 2'x4"YJOODI I ♦ EXISTING MIN. 1QR HEADER REOUIRED i � ( 2'x4"WOOD ` 1 1/4"O TAPCON OR TAPCON WITH B HEADER REOUIREO I I { ( J EXISTING 0 ASN,SEPARATION { ' +i THREADFORM TECHNOLOGY Wf t { 1 Min.PEN ON OF THREADED GLASS-- LXAA( ' SEPARATION TO GLASS III I t,/' '1 EXISTING WOOD HEADER. L SCHEDULE g11 FOR BLADE I I EXISTING i"—(SEE SCHEDULE ON SHEET II) I � � t� ` i,1. } (SEE SCHEOULE ON SHEET,5) ON SHEET 19 FOR I C' �'11 I 1 1, 11, +1� I 2"x4'CONT.SILL 9 BLADES(D&0 It I � PLATE REO'D. QHV WALL HEADER 1 S AL TIO ! (O)I V WALLSILL VVSTAti I` IO HVWAS L HEADER INSTALLATI(QN EXISTING t MIN.SEPARATION TO GLASS I I MHS.SEPARATION TO GLASS GL,LSS_' I EXLSTIl1G ( (SEE SCHEDULE ON SHEET I1) I I �'""-(SEE'SCHEDULE ON SHEEP it) 2'x4'CDNT� MIN.SEPARATION 70 GLASS i I �g .,7i EMSTENG 21000 PLATE$(SEF SCHEDULE ON SHEET it) f I GLASS---J I E I ) 1f4 0-2Ox3/4" jIi'�. 1 `Ir`'•�4 I I{ I II � (! S .S REO'01/4'0-20x3/4'S.S. MACHINE SCREWS USING 1/4`-2NUTS 5CREYS Wf ® 12'O.C. WALL O.C.FINISH R8OR $ I i OR(11 OR 2`x4'CONT. t �, ) �- _ 1 r �`".✓ I.I WOOD PLATE Ijr' REO'D LATA. 1" Min. tl 1/4"o TAPCON OR TAPCON WITH. THREADFORM TECHNOLOGY W/ I (J2 x4 CONT. ( Min.PENETRATION OF THREADED AR t ! S{ _-t �,/ 1 •1.^ I EXISTING WOOD HEADER. 1/4'4 TAPCON OR TAPCON WITH ADVANCED t SILL PLATE M '! THREADFORM TECHNOLOGY YJ/ 1/2` I 11i{ }� IpI"'1 t/4`o TAPCON OR N—SE: t I iREO'D. \ (SEE SCHEDULE ON SHEET i5) l '.'^} Mtn. PENETRAttON OF THREADED AREA INTO PLYVJtX70 { \ TAPCON WITH ADVANCED t-SEE SHEET 4 FOR TYPICAL 3 i j :f t/2'MIN. CDXS�THRFATJFORM TECHNOLOGY SHUTTER ASSEMBLY. t i Q I I WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' Yl/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE ,J PLYWOOD-REO'D, THREADED AREA INTO 1?I.YWOpp COMBINED IN ANY WAY TO STUDS 76 O.C.MAX. WALL.FIN( 1 ,j2"MIN.COX PLYYlOOD REO'D. REO'0.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL I ST L TION '-EXISTING MIN. 2"x4"STUDS® 16"O.C. MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH {� WITH SECTION 2308 OF THE F.B.C.. SECTION 2308 OF THE ®HV WALL SILL (NST LLAT ON I SEE L1MATIONS OF U&E OF HV WALL SILL INSTALLATION F:B.C. II BLADE ,�}ON SHEET i FLORIDA BUILDING CODE(Non High Velocity HUrrican rI0///I/ieq. (� o'p�o 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. s+'+ •...... /:= BERTHA H TM Accordion Shutter Sy ■ ■ C O INC. ■ ? Kv. RADE#1 W/OR W/0 KV. WlNDVW s- TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION PATE DRAWN BY. OF m '�% r '• 4355 N.W.]61h.SL, St.305,14RGINIA GARDENS.FLORIDA 331 Association, Inc. I OLD 15-085 7/27/1 OAtF: 07/ ,1t Phone:(305)871-1530.Fax:(305)871-1531 426$ Westraads Drive 2 DRAWING Ams n• pRlDp, ;•�4rtti++ e-mai tilte 66agol,c0m West Palm Beach, FL 33407 3 vj WALTER A TILUTJr. 4 17-1 FLORIDA a #aa,67 6 SHEET DATE OI Eb1D INSTALLATIONSn1 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•x4"MIN.WOOD STUDS REO'D. 21 Mu{.WOOD rw MIN. '\ 4. .. \.'�-`. \`� STUDS RED'D. OD STUDS. 114-I TAPCON i�. �• �. '� . (tis.APPLICABLE) \\ t N iOR 0 6iOx- j � ,! � %! r',✓4`14-Mai.�0Ono ( APFLICABLE) STUDSOPFOR W/6I.EIOSTING GLASSPLYW1 00{IFS AroSTUDSphSL1DaSTMC CUSS �ExLSl0:0 GLASSM44 CLASS E/ 1 ,n ED P xx ' I iRa DON1/2-WIN.COX TO GASS(SES 1,01 MOM MAL 3FAR RON SCHEDULGASS E �sEEr eLrAnDD. a saaAtxF rn s€Ec -�".— )o Cuss isEe ill-wa cmc ro aAss.(�E 1/16•x3- -ii 10R MADE mAh11 SGt�UI.E Qi 51EE1' PLYWOOD. - 5ClEDIAE ON SLEET tqf/BEET i9 !. (6063-1,6)CONT. ".2111 TAN.Cb% ON SEPT i9 irn - 1t FDR(A11:E MATO_ ,/z• I 11 FOR RADE MAND filti6474c .ALM QCSER PI.YWYx)R., f1VtL5Oh WALL ON SFEST,4 F02 OR SHEET 10 FOR 1/2-MIN. PUTS(LOCATE 1/2. I FINISH MADFSOD&117 I ISADMO)k(g) AT flMER:SDE M1 I OF®) } USE 1'6Q Y 1a4K I 418 OC•S.M,S. �10xin-S.H.$. (u PW�111 X10 IS Otfi O.C. �-., {sp8)-Te uiOY)AT uCNDUt( ^— f,� t b i� - (1).F10.1/2•s.u.S ro(1C 5 4 . / { viAT 1' itRATIC AT m t {..EE DETAIL x FO 1 OR sCC d7 SIDE CONNECDON SEE DETUL%FOA 1 OR tLry" I m TWiCKS. + �E CONNECTION 4 is«©•OO'©°'�- « (�-©.�-pd ro.�- WE CONNECTION 07-rfi t2o•Q- TO TRACKSs •E3- - TO TRACKS IGsa5.dj a8 1 -+a, ,V"-''°•�,l�v ,�J'« �.n,,�y«�.dj.�a END C NNEGTION DETA1l(2) END CONNECTION DETAIL® END CONNEUON DETAIL. END CONNECTION DETAIL O05TU1G .REOlIIAED ONLY FOR'SEERS CREATER THAN 12•-D- 2"i4STUDS REO D./ 4.0 TAPCON ANCHORS 1/4.0 TAPCON M'CNO /1,4x112•S.M.S. W/1 jn`MIN, of6 D.c: �EIOSTII:C CLA55� FaiE1R110tlM O'12'O.C. PFNEI ..O 12.O.a -- i ro MASS(SFS 4 ♦ SEE L7611TATIONS OF USE FOR 1/2'11Rt. SU�tAE ON sT-TtT 4 BLADE ON SHEET 19 TO BASS(SE I /f/ % // 1WSEEf 19FOR � --- j SCNIEDULE 11 ..SSL m mAw ON S m,D FOR ,n-!LN I - IN i1 1 6 4RaDR�D4� .. _,� oR i�3jaa 1cA 1y Y.wy ((6�, 7«8 10 RR11 FlHISN 2•x4-NLN.1ti00D WAL- /}^y, PLAN F� /0.•�«Y„/•��� STUDS AEC'D. - T7N5H 1�S�`x'tJ,�u•`tir�J•F�S� .5�.� DETAIL X END ONNECTIAN DETAIL (9 END CONNECTiON DETAI6. 12 FLORIDA BUILDIIVO CODE(Non Hi2h Velocity Hurricane , it. �- ,,..,•••I� 02017 TILTECO,INC. 0'72017 EASTERN METAL SUPPLY, INC. BERTHA Hi I, e 1!. C fl N Accordion Shutter Sy. H.V. BLADE#1 W/OR W/O H,V. WNDOW EL • TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysiems •x N DATE DM"6Y: DESCRIPTIO P�'t• �F' Association. Inc, T OLD 15-085 7/27/1 DATE:07/: - 6355 hon J:t 5)Ste.305,VIRGINIA GARDENS.1-153FLORIDA 3316 426$ Westroads 4Wve 2 'r• , Phone:(305}$71-153D.inx (305}871-,531 p�yrlN�+ i. �n p�/�t @� V e-mail:tilteCOGGO.com West Polm' Beach, FL 33407 3 ,��_� 1_'SS.n/tli...... ,'`�••• E9-OW6719 4 0 Y,'ALORITER A.TI.#Jr. P.E. SHEET P.E. SEAL`/SIGNATURE/DATE FLowDA uo.@ a4ts7 6 ISO J UNISON BLADE-W (jM�j� O�}� (T jl 1(�Uy� $ • GENERA UMITATIONIS AND cONDmaN� ftF USE FDR a A G . `7 �1 Y Y 5 t.WX ASID.DESIGN PRESSURE RATING:+110,-110 PAS. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M.O.T.U&W ON SHEETS 16&17. Z �-.} 4 ONLY C£NTERMATES Zi 2�1(60TH W/ 4 2 ARE AUJIM M OO 17d1ORi7r.1 ED IN A SYN OR OPPO>INC LA OUT. IN CASE OF OR 4 N CCJI '�CJJYOUT, 5 MUST BE WCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 18 nR 20 CENTERMA E. TMP.EA.ENO • • • • ♦ • ♦ • ° 5,(A)HV WINDOW BLADE(9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPOa• ° (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MIN MAX.S YANDOWS • • • • BF CLEARANCE TOP LB 12-. EDGE OF FP/WIND(LW BLADE OANY 3'o HOLEFOR( AL40WED AT HV vat '+ a• a• 1WNDOW HLADE® a a (C)1111BOR L§BLADE COMING OUT FROM STARTERS AT ENDS MAY BE WINDOW LADE t y ♦ •♦ ♦ • • • a a a• as as tla 'a (D)W WNDOW BLADE 1�MUST BE USED ALTERNATE TO A SCUD W fila THROUGHOUT SHUTTER'S WIDTH. a : • a a {E).CE�((ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV s ♦ a ♦ ) ♦ (J 4 a a a BLADE 1 AT EITHER SIDE OF THEM. 3= 7 j x (F)POLYCARBONATE HV OPENING EI SHALL BE ED.INSTALLEDSO TTjBj TABS, CSEE ONNECTION ♦ ♦ ® ♦ • ! ♦ ♦ g a THE INTERIOR OF THE OPENMG BEING PROTECTED.HV WINDOIY(4g!F.1USf CONNECTION ON SHEETS -� 0„ Q n• a sa ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PRODDED BY A: 10 & 1B TYP. ;a1 INC. FULL HEIGHT. 'zR 6.SEF ANCHOR SPACING SCHEDULE FOR INSTALLATIONS,FDO WOOD FRAME JR t ddAA BUUINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE N( z. P P LJ t&2 ABOVE). a 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UMTED 6 SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). (SEE PLAN FOR REQUIREIAENTS) B.MIMMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: ,cam U H ITYP TOP&BOTTOMW l oR@oR@)-(2D WIND ZONE MINIMUM SEPARATION TO GLASS UNLIMITED WIDTH OR t THRU 3 1' SLS ATim MN.SEPARATION To CLASS EXISTING GLASS SFE SCtsWI>=ON SHEET tt FOR Bil�DEQ 4 6.25' -_- ^, ^ j AND OH THIS SHEET FOR BIAOES ti)&__-.__._.______----_..._ ______- ---_-_-__-._ --__.-__--._-_--_ 5IN 77 EXTERIOR ONL; \P., . �� �� \� ., f- �. r �� 'J- _ `NOTE 4 ABOVE) t'6 CEJ / ` — 7 1 6-0) P. 5YMlA ICAL CENTERMATES Wj 2 OR AND ,f�1 YI/0 (SE NOTE 4 ABOVE) EL-AN TYPICAL C3� HY BLADL WORKING IN UNISON WITH HY WINDOW BLARE&_SHUTTER* --.-- IIt1�JYY FLORIDA BUILDING CODE(Mon Higr, Velocity NUrricarr ........... (,/'- 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. �c s BERTHA HV TM A S S , ►► /71 . 0 s■�. ■l ■ . Accordion Shutter Sy:. H.V. BLADE#t w/OR w/o RV.wftWw BL American Shutter Systems EV.Nt DEScmmw DATE GRMYN BY: jA ' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 18-085 7/27/1 OA,E D7/ �tnal+•'.�/L' tv\� 6355 N.W.36Ur.SL,Sta,365,YIRGINl4 GARDENS,FLLROA 3316 t Phone:(345}67t-1530.Fax:(30S)S71-1531 4268 Westroads Drive 2 DRAWING 1 b "'p•^p•'• a,t e_61:tReooeeol.cem West Palm Beach. FL 33407 3 AL �Gt ES-OW6719 4 1.{ ,} —1 WALTER A.TWT Jr.P.C. P.E. SEAL./SIGNATURF/DATE FLORIDA Le. aa1s7 6 SN19 0