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HomeMy WebLinkAboutProduct Approval RFCFjVZa Stolive LLC RESIDENCE �F9 'q� 9 perm/tti 5627 Sunberry Cir. St.CU�epep'a ty est Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 66" 90" #2 43.25" 36" #3 33.50" 39" #4 43.25" 71" #5 43.25" 57" #6 82.25" 71" #7 134.25" 127" #8 82.25" 71" #9 33.50" 49" i.d� l _9. _ R.� 1 _._.., ,. 4 "Q BCiS Home i Log.In j User Registration 1 Not Topics ! Submit Surcharge Stats&Facts- I Publications - Contact Us `.BCIS Site Map Links i Seam i I''h"iRifa �■p I UO Product Approval USER:?Ub11C User Product Approval Meng>Product or A0011CO ton Search>Armbrntion I lit>Application Detail FL# FL389-119 Application Type Revision ��2 Code Version 2017 Application Status Approvedh go Q [U%CoU tment Comments Archived l- Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268.Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@easterrimetal.com Technical.Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L_I Evaluation Report-Hardcopy Received Florida,Engineer,or Architect Name who developed Walter A..Tillit,Jr.P.E. the.Evaluatiork Report Florida License PE-44167 Quality Assuran ce'Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 1-7 Validation Checklist-Hardcopy Received Certificate of Independence FL 89 RA COI AMFRICAU SM 1 -11 SYkEM ASGOC INC. Q8AW kLC 17-107 CERTIFICATE OF-INDEffA- D9 jU EQE E1.189 R9 COI AMERICAN SHUTPEg'SYSTrMS ASS�C,, tN . DRAWING: 17-106 CERTIFICATION OF INDEPENDENCE f `j,12X- EL389 R9 COI AMERICAN SHiJ R SYSTEM�jZAW.jijCj 17•l0A 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 ySections from the Code Product Approval,Method Method 1 Option D Date Submitted. 09/16/2017 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-Blade Extruded aluminum Interlocking blades retained by tracks(top .3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits"of Use Installation Instructions Approved for use in HVHZ:No FLRQ RQ iI AMERICAN SHUTTE SYSTEMS ORAWitj 9- Approved for use outside HVHZ:Yes ORDiON SHUTTER SYSTEM.--- Impact Resistant:Yes Verified By:American Test.Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3",for 40 psf Evaluation Reports positive ASD load And 13'-0"for-35 psf negative ASD load the. ELUg R9 AF -AMFFRi AN SMLITTER SYS FMS DRAW G 17- HV3-blade.w/o window blade,5'-2"for 110 psfASD load for 108 PRODUCT EVALUATION REPORT-PDF HV3 blade w/o window blade and 8'-11"For 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade:w w/windoblade.,working in,unison,Max.span for'HV3 blade w/o;wlndow blade:for installations into Metal Stud wallsis 79"For max.ASD pressure rating of+72,-72 and 84"for+64,- 64 psf:See sheet 5 for other spans and ASO pressures. 3.89.2_ Bert a HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top f Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use, Installation Instructions Approved for use In HVHZ:No' CljW Ro ti AbE.RiCAtj SHUTTERS STIEh1'AS „ Approved for use outside HVHZ:Yes jjy(�DRAWINC I7 107' BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTF_M.POF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'10"For 30 Created by Independent Third Party.,Yes p.s;f negative ASD load dependiitg.on centermates and locking Evaluation Reports rod configuration.For the HV1 blade,8'-0"for+64,-72 p.s.f. Fl'189'R9 AE AMERICAN SHUTTER•SYSTFM A.S.D.load for HV blade,for Keystone mountings 7'-0"ps.f. INC. DRAWING I7-107 PRODUCT OF EVALUATION for metals-,stud mountings and 8'-0"for 110 p.s.f,for HV1A i2EPORT,PDF .working in unison.See sheets'7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawingsforother spans and pressures. 3693. Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use: Installation Instructions Approved for use in HVHZ:No ,SHUTTER RUCKUS MiNC Approved for use outside HVHZ:Yes pyY1NG 17-106 RThIA HV ACCORDION SkllJ�ff R Impact Resistant:Y.es T;PDP Design Pressures 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 12, Evaluation Reports 25 and 28 respectively FL304 R9 AF AMFRI .AN SHLITT R.SYSIEMS ASSQC,. INC, DRAWING 17-106 PRODl1CLEVALUATION REPORT.PDF Created by Independent Third Party:Yes Rack P-711 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-497-1824 The State of Florida is an AA/EEO employer.Conyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement ,Under Florida law,email addresses,are,public records.If you do not want your e-mail address released In response:to a public-records request,do not send electronic mail tq 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 i,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided maybe'useil fqr official communication with the iicensee.liowever emailaddressesare public record.If you do not wish to supply a personal address,please provide the Departmentwith an email address which can be made avallableto the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W R_�q " GENERAL NOTES: L BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. pt DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REGUIRED BY THE JURISDICTION WHERE SHUTTER WILL FABLEhC_..O _CONTEN-r'I:TS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,.19&20. IN ORDERTO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS;DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA Is HV 131 DES ni BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX-(ASD)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 11M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE.&WINDOW DETAIL -HN BLADE 0 #0214.Of-03,#0715:01-03,11004.01-05,#1214.01-05,#0317.02-66,#0609.01-10 AND.00210.01-11 AS.PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTTA E-1866 AREA 2: HY BAF�AND HV1�QW,BLADE 0 AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES t, 2&3),&01220.01-10 AS PER TAS.201.203&203 PROTOCOLS.LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q#05G5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES t,2.3)BASIC PROTECTION ONLY AND 0 0725.01-86 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.MV BLADE©i 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 SHEET 7 3.BERTHA N.V.ACCORDION PINS HY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 01'4x2.75'AND 114x1.75'RESPECTIVELY,410-HIT MINIMUM SERIES CIENTERMATE DETAILS FIV SHEET 8 ( ) CENTER ALTERNATING DETAILS HV SHEET'9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND IBD ksf TENSILE STRENGTH. PINS.SHALL BE COATED WITH BERTHA HV pACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEM, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6663-T6 ALLOY IS 3DD ksi AND.35.7 W FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM'SPAN TABLES SHEET if 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT'COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING COLE SECTION 2411,33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WIRD 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE lD: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET I8 a.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US.PATENT 15.458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA `t' W WRPLaNLEiIA.E A ONLY 9.IT SHALL BE THE RESPONSIBLUTf OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO CENTEAREA q, HV WINDOW BLADE RMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. M 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 SND WALLS SHEET 20 PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA 8UWNG CODE 12. BERTHA.H.V.ACCORDION SHUTTER.SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS.ANY.BUILDING AND ZONING.REGULATIONS.PROVIDED BY-THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (c)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.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMIfiS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO VALL BE . RESPONSIBLE FOR THE.PROPER USE.OF THE P.E.D.ENGINEEROFRECORD.ACTING AS A DELEGATED.ENGINEER TO THE P.E.D.ENGINEER STALL SUBMIT.TO THIS!ATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. {e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Hon High Velocity Hurricane. Zone 02017 TILTECO;INC. 00.2017 EASTERN NERAL SUPPLY, INC. BERT—��---�—� HA HVTM L 1�1. E1 C C1 �>K�. A.S,S■A Accordion Shutter System v / H.V. BLADE#1 W/OR W/o H.Y.WINIM aADE �f�}f ?° American Shutter Systems Lv.N DESCRIPTION DATE OPJWN ar LC. `'+yF f,�r v TILLIT TESTING& ENGINEERING COMPA14Y T \v 6355 Kw.Tem 5L.Ste.304%IMNK GORGETS.FLOhm 3314 {t990C1Ot�OFIr Inc- 1 OLD 15-085 7/27/1 DATE: 07/27/17 \ 4268 Westroods Drive 2 P 9 :(�Os}a7t-1530.Fe=<(3psle7t-t531 DRAWING N0 -rfi�n•( n R `aLaa� u-mcES-00067 B,wm West Palm Beach,, FC 33407 ; 17- 107 "�•Vµ1 aa/r!Y' if1 WALTER A TILUT JE. r.P. T'JI1 F' FLORIDA U../'44167 5 SHEET P.E- S"EAt/SfCNAYURE/DATE 6 1 OF 20 3'0.FOR'1.DO!8WE IEA os - .. -VARIES a a a 09 H a.75. P\?• ' 4.585• .�.�.� i + � Q v. 75• i HV SOLID RLAdEFLOATER , ��,IV 9tl'f i$Q' STARTER 3�'j'HV UNIVERSAL - A� QUALIFIED FOR USE W/ COVERED 458179 QUALIFIED FOR USE W/ HV BLADE TT 014V DIRECT MOUNT HV BLADE 01 1A HV WINDOW RLAW 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W f HV 6063-T6 ALLOY AND TEMPER +'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE ND� 124- 6063-T6 ALLOY AND TEMPER ,12a' 5063-T6 ALLOY AND TEMPER '085 0A n s. .670' hb' - 2.070". N .994' 0 PTT 072 - : 842 � I »I 125-o.o7z �'J HV ADJ. ADAPTER W/LIP' a°. - i 920 QUALIFIED FOR USE w/ HV (8�HV WALK-QVf TRACK IjV ADJ. FLOOR TRACK BLADE tQ QUALIFIED FOR USE.W/ HV HV TRENCH_ TRACK 6063-T6 ALLOY AND TEMPERBLApE(},}- OUALIFIED FOR USE Yl/ HV .QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE QONLY. HV RAIiyGUARD 6063-T6 BLADE TEMPER i " 6063=T6 ALLOY,AND TEMPER QUALIFIED FOR LIE W/HV VARIES 7 93". BLADE 1 q VARIES 1.936' 6063-T6,ALLOY A D TEMPER At- 1 t— - "7 1.917" - '-083" ...t 083._..,_. .... m .100 x083' t,. C93�, -33 a °�.-'` .125` N 0~ n m .O6 ^ � 1 670 � 9TH' =g nt 064 oo! _ 4. DoT y 670 L 1.686" - ^ 14 3.5 9~ ) 2 art t 670 I' 3,520" a 11 HV CEILING HEADER L� HY HEADER/SILL C) HD CEILING HEADER/SILL 3:52 Q IFtED FOR USE W/ HV BtADE.(S jONIY, QUALIFIED FOR USE Wj HV BLAPFIl0l Y 0 TY" 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Wj HV BLADE i t4 HD WALL HEADER SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -6063-T6,ALLOT AND TEMPER BLADE Tt�, ONLY. 6063-T6 ALLOY AND.TEMPER y COMPONENT A 'S Tib T2 yt MS%MN Y MPL i 1 2 2~ 0.125~. $' 5'MAX. 1'/8' 1/8' 3~ 3' 0.090, 2` 5"MAX.I 0.192' 0.192" 1B SIDE ANGLES I CORNED POSTS ALUMINUM ANGLES 19 2.5~ r Max. 0.130' o.1so+ .QUALIFIED:FOR USE:.W/ Hy -- UALIFIED FOR USE.W/ HV, BLADE N QUALIFIED FO�USE W/ HV 7 BLADE 6083-T6 ALLOY AMD TEMPER BLADE i ONLY.. 11 I 2" S"MAX.['Oi 139'10.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER i FLORIDA BUII:DING CODE(Non Nigh Velocity Hurricane Zone 02017 TILTECO,INC.r„ 0532017 EASTERN.METAL SUPPLY,INC. Crp ez BERTHA NW._.. 76 , © Accordion Shutter System i. f7iMER " A .S u SnA H.V. KME#1 W/DR W10 KY.WINDOW l3 M y ef' f i� 7iLLIT TESTING & ENGINEERING COMPANY - AYL'18CiCOft Sllltlif0f Sj+5f9]'Tt$. Ly.N ncseRmrsON° .odsE nwavN 9Y: Lc. $�,. A"I'E sass n.w.astn:se seg aos vtacn+u wROo+s,COMPANY Association, Inc. a OLD 15-085 7/27/1 .DATE: 07/27/17 Ph nc- (305)871-1530 F-:(305)871-1531 4268 4Yestroocis Drive 2 DRAWING No pt` 4 a plwcaQaoLcam West Polm BeocN, FL 33407 3 17-107 WALTER a TILUT J,P.E. s ��a f /DATE i c:9+4167 SHEET P.E. hFJ1�E GATE 6 2 OF 20 i r, +.660" 9 a 7/4^-20x1 ' 1/4- ..Z ,..�.. D , T ;. 1/4•-20 � OE CAST Q1CEo WS1S Em o. t J -.20 2. ➢A)NTf71 THREADED OIE CA5T L ' �HBNtED PAINTED . ov� I �' 0�'1 f 1_.�f' GRESS TURN W46. .082'., �.2}%'� p4 4^ _�u1i 'y'I .. '—''`'( 8.R4SS m •I (CHROME MOME (CHROME PLAYED) NO ) .ff PLATES) 22 ,BY,CE,NTERMATE s, s. i 7_3�s_, - "I HV LOCK HV EGRESS LOCK OUALIFIEO FOR USE W/ HV BLADE 1Q&8ONLY 02 HV G a y aoz3^___a -.ars': QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUAC(FIED FOR USE 063-T6 ALLOY}ANO BLADE EMPER & to ONLY � Q e ER BLADE t & ONLY. BLADE 7 & 4 ONLY. QUALIFI£i7 FOR USE W/ KV, BLADE t..ONLY i 250"O.D. .874' 6063-T6 ALLOY ANb TEMPER PLASTIC HEN/ m 1.756' .922" 4 045 MOLDED TD 7' SCRe0 n .74' h ^+[)•--i n i:360'A FTER RIVETINGo ag12" BEFORE RIVETING o" b 19 �4"0-20 x3/4" " S:S. THUMBSCREW f4"0-70 IVR NUT*. N %..`L � e °• m *sERIEs9++4 ALUMINUM(2024-T3 ALLOY)WicE FLANGE n+Ix „ 754„`,_ F _ /��' �. i.822^r SHEET NUTSERT.PART j 0620.AS MANUFACTURED BY AVD PLAN FRONT T FTiOM EUVAT1pN - }!�/ MALE �T" L�CK .y�y r 4506' '{ MEIiR1'TF.XTORN,PPRSiPPENY,NEW JERSEY 07054 OR EQUAL. 27 j,QCKER FON "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 7 ONLY Zg HV FEMALE "T" LOCK CENTERM TE HV "I" LOCK HV ALT�RNgT( WWI 6061-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADEOi ONLY QUALIFIED FOR USE LO HV BLADE �}ONC.Y W HV BLADE 1 ONLY. BLADEQONLY. 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE W/HV 1.917' t_917 a 3.161MUMBTURN 063' .< CYI3NOER OR .214' 5ti KEY CYLINDER a Min. om .4 ml n o 3'O. w N. m 1 .125'Max. C N W O G HD CENJERNATE W/ LOCKING ROD 04 IJ o, 6 _ o QUALIFIED FOR USE W/ FIV BLADE 1 &,qA QUALIFIED FOR USE W/ HV BLADE(1J& to , 6063-76 ALLOY AND TEMPER S INSERT 6063-Tfi-ALLOY AND TEMPER - , VARIES 12 MIN. QUALIFIED FOR USE W/ HV BLADE 1 & to I '? % :2Q 1130,OR 3 Bb-7Lt 1.130' 6063-TG ALLOY AND TEMPER i 134 J ( r'11iUMBiURN (VEI DETAT1LSe°JCRENS. I tI/2.., O CYLINDER D _ OR KEY CYLINDcJi LOCKING NOD A H0 LACK. QUALIFIED FOR USE W/ HV BLADE(i) js HV 3 $"4s_16 ACETAL 3 .EI.V q q. —2,g AISi X304 6Y REGENT HARDWARE.MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6D63-T6 ALLOY AND TEMPER THUMBSCREWS (3'IHV S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE D& -OA D IL ED AINSTALTATION TRACKSLFOREQUIRE A PROPER EM16' HOLE BEDMENT OUALInED FOR A7� ryr HV BLADE Qt OUALIFIED FOR USE W/ HV BLADE 17 FLORIDA BUILDING CODE Non High Velocity Nurriaane Zone 92017 TILTECO,INC. 02017 EASTERN METAL,SUPPL.Y,INC. E T A HVTm 7TUMAw .Q Accordion Shutter System 0 I fy c. ■. ■ KV. MADE#1 W/OR W/o ALV.WM01W R" _ American Shutter Systems MV.r DESCRIPTION Turf DRAWN BY: is TiLL)T TESTING & ENGINEERING COMPANY Assoclatton, Inc. 1 OLD 15-085 7/27/1 PATE 07/27/77 STATE ap : b355 N.N.a4Ui.SL,5r..As,NRr M Cd004%FLOROA M164 4268 Westroods Drive 2 `t Pnana (305)871-13,30.Fo :(305)677-1531 DRAWING N9 4Vt, West Palin Beach, FL 33407 3 f�-} +EB-OD06714 17-1 17 7 ,t7 1'r, •„•• 1 fI1NICs£A.TILUT Jr.P.E. _ - FLOAiIA Uc.�44167 8 SHEET P>E_�Sf�4C ��!lREf DACE s 3 .Of 20 SHUTTER ASSEMBLY SCHEDULE FOR E HV (M HV A E[fGE .0625* 4 To BLADE T(��IA QI.1 HV BLADE 1 KV YONDOW BLADE .0625- .062 &51523 x- Hv.BLADE 1AII 1 Y BLADE'S I KNUCKLE .062 HV LONG RECESSED NYLON BUSHING 51 0,062 3 (Typ) HV SHORT RECESSED NYLON BUSHING AT PORTIDN�j YLAT PO R1350 EXX' HV NYLON HAT WASHER (1)OR (a D4 j3 50* HV WHEEL CARRIAGE AISI 302-303 SERIES 41 -404 750' A THICK NYLON WHEEL. 2 7/8-MIN. KV mNotivr 0.870 x3/16 CLEAR 30 3150 SEPARATI N 3.7500- 0.188"0 AISI 302 SERIES S.S. RIVETS BETWEEN ornsd BLADE ---;T3/4- 49L0625- @ HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR&, OPENINGS ON CENTERS MM"'y 44 ie HV 2 3/4" ACCORDION PIN W1 #8 HEAD 5. 0 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW L HV WINDOW BLADE TYPICAL AND POLYCARBONATE HV WINDOW DETAIL ,[voi or @ N.T.S. (SEE NOTE I COO E.Eal) @OR PQIYCARBQtIAIE IMPACT-T RESIHANT HY WINDOW IR SAYER MAKROLON 3103 POLYCARBONATE LI 72 MIN.C1 CE RESINS, UV-STABILIZED GRADE OR SABIC DE KNUCKLE FOR -H � 0 BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN y PIN SEQUIREME (SEE NOTE "F- ON SHEET 19). (10 @ F— I w (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR 'p- L BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR APPLIA= asw HVA.BLADE, N.T..ICAL SHUTTER ASSEMBLY rMICALT"PERRE" STROM VHV PIN @ OR 4 AT (2) HV PIN (g MAY BE USED IN LIEU OF (D AND ONLY AT LA EX!r I IT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV( 00.324--\ (�� (.E Snore cpmm ASN DM2 ciw trot' 0.0,3 Al�t D (SEE NOTE *FOR .T 7. REQUIREMENTS) BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET .048C-jr- ID Tumu:Aew vkm— AM M38 9.460 P.�,. '44w TYP. FUXLML sne%Gm AT vtEw A�ww 12XM-.1. 1J..w P�'i (3) HV PIN @ OR 0 W1 1/2" O.D. 1/16- THICK S.5. WASHER M ik FLUUM UMMUS SIV D'90 340.=P-'. 36.om W. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. I�19> -0XKD 1200 ASW U50 10 FI-Ib," 17 rr-wt. SHEET 4 Suoa DaSe O'Sirr &SW C*843 47.2 X 64.5%MIX MEL CARRIAGE' DETAIL say IM=R Asr,D.� Im IF go-F ,REMBLY LAY-OUT PAX OF GUWSG ANIQ OASS C-1 C11% �VMN W.01 IDMtE S"KWWAFMR WEATHOW STM an 030�P.>' aw N11' J) HV BLADE SOLID & fA HV WINDOW BLADE DETAILS 08 "61 V..L OW P-j- N.T.S. .100 Hurricane Zone,' A.T11;'N, FLORIDA BUILDING CODE(Hon High Velocity . ........ . 02017 EASTERN METAL SUPPLY,INC. 02.1.1 TILTEC.O.INC. E N6 �P BERTHA —HV—,, FR C 0 Accordion Shutter System I A,SmS,ALE KV_B[ADE,#1 W/OR W/0 RV.W1k[)OW BADE American Shutter System tM N DESCRtPnOW DATE DRAWN By. LCm TICCIT TESTING & ENGINEERING COMPANY Assoclation. Inc. 6=N.W.38�St,St,.30.MROMA CARDEW,nA=k 3310 t OLD 15-085 07/27/17 DATE-. 07/27/17 Ph—(ZOS)871-153 �F—(305)871-1531 4268 We stat, Drive 2 DRAWING Na .......... —.U:VID West Palm Beocti, FL :33407 3 t�: E 0-010-0.*6 7'01.9.1--- A 17-107 • MAL WALTER A,TI J,�P.E. MORIDA Uc.P 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 4F 20 a _ *NOTES ON HV LOCKS AND CENTERMATES' A D c s � 4^� MMDATORY COND1110N t1: ONE HV LOCK 2r /2 OF SHUTTER SPAN FOR ANY SPAN x I 1. aF�SHALL BE USED AT i 1 V•'/ d✓ OR 12"ABOVE ORB OW 2 OF SHUTTERSPAN.FOR SPANS UP TO 705",AND FOR lN5TA TION5 AT ANY ELEVATION.HV LOCK or MAY 6E USED A5 AN INSIDE OR OUTSIDE LOCK,ATTACHED TO I OR fo CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Oal;Qa, 2, - „�„IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1 t6 w@ LOCKS¢ ,f§• OR ,§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ..__._.r OR®SHALL BE AS INDICATED ON NOT):ED N TYPICAL 1 -- 0711 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPtCAt SHUTTER ELEVATION. b�B-Ny�. _ � IC iCFD w/TWO H V EOCKST LOCKING RODS ARE NOT REQUIRED ATjURRICANE POSITION, BUT MAY BE USED IF DESIRED T ENHANCE SHUTTER PERIF MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE. N MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 Y 4, AT RY.CONDITION 2;ONE HV LOCK�&g[.0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK`24 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.M;S.TWO LOCKING RODS tip$ AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. odb35 B2 S. Sj g ONE ALIERNATE HV-LOCK -MAY BE USED IN LIEN OF HV LOCK or¢5 FOR ANY SPAN AND 1 i5B= E2 if INS) TIONS AT ANY ELEVATION,AL NATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O 3 i OF 1/4'0-20x3/%1'S.S.THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4-ALUM. ^ RNNUY AS SHOWN, ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO £ LOCKS AT 1/3 OF SHUTTER SPAN. S�?i 4°x —� 6. "a ng'DRY CONDMON L{,•FOR KEYSMNF MOUNI1NG INM I I A11ONSr ONE HV LOCK 6 or�`or t`� SHALL BE j 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 86':AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR I- OUTSIDE LOCK,ATTACHED TO @ or 0 SwMETRICAL CENTERMATES W/(2) 1/4'-2O x 1/2'LANG.FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 4C!,W/a SEE:END CONNECTION I OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o F C N I J K L u P D x V w % SHEETS TTYYPS.)FULL NOTESON HV "T" LOCKS AND CENTERMATES' HEIGHT. 5 OF CORNER 1 . MANakTORY CONDITION it VALID ONLY FDR W NJ-AND CENHERMATES AND ----- u'o t1RCD a•.oIN-' CENTERMATE % ONE AT.117iNATE HV 'T"LOCK 00 MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND )pgip l- oa( oa10•@3104 t I-N'�TALTADO AT ANY ELEVATION.ALTERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT l��..,yJ+ 0/7� �/��'�' l OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN-ON SECTION HVG SHEET 9 WHICH MUST BE 10.15" - 1:OF +3Im L CONNECTED TO CENTERMATES®.AND f,W/ 1/4'0-20 x 11/2'LONG S.S.THREADED BOLT W/7/8'0 x'3/32" t:! �..f -WINGNUT OR W/ 1/a"0-20x1"S.S.M.S. INTO A 1/4'0x 5/8'RNNUT.'LOCK MAY BE INSTALLED AT MIDSPAN OR 12' v+ 70•,6,-- CV•@ OR MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS g,TOP AND BOTOM IS MANDATORY. @ �. 1 s•3 rs•t(,5-Q *NOTES ON HD LOCKS & CENTER�+�ATES: 1 }Jj ^"�/HB CFJ�,(7F,�A�1 OR 3 W/.f3� . ONE ALTERNATE HD.LOCK(D MAYBE USED IN UEU OF TYPICAL t1� HV BLADE SHUTTER ELEVATION HV tOCKS��FY FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK fi MAY BE USED AS.AN INSIDE OR OUTSIDE LOCK.ATTACHMEM OF HD LOCK x'14 TO Q is W/3 ge x.3/6'F.H.S:S:M:4.,,AND INCLUDES N.T.S: REINFORCEMENT INSERT.V AS SHOWN ON SECTIONS HDB-HV t AND HOC-HVC,SHEET SD.LOCK MAY 6E iNSi'ALLrD AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C6,IS COMPLETELY OPTIONAL. 7Tl fJfJJI!!lY,rj�''i . FLORIDA BUILDIN On High Velocity urricane one ,: 1T"+,!,,, 02017 TILTBCO,INC. ®201.7 EASTERN METAL SUPPLY, INC. ' G�jSF'. :��o , ERS HVTIL A A Accordion Shutter System Lt E ■ ■ ■ ■ KV.ATE.#1 W/OR W/O KV.WN OW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems x '0MCRIPPON DATE -DRAWN m. La ryeAssoclatlon, Inc. I OLD 15-085 7/27/1 DATE. 07/27/17 6] N.W.38h SL,Sb.305, IWNM GWnJF FInAKN S]16 4258 Westrocds Drive 2 Phone;(305)871-1530.Fox:(305)877-153t DRAWING No �r y1 a-mw;cneeooew.com West Palm Bsoch, FL 33407 s (7_(�7 - ry `,••i••• v,/l. , WALMUZ A.TILuT'Jr.P:£. 5 't7'1atY`�b��a, ; FLOROA Ue.p 44167 5 SHEET P.E. ;iAz 1G14"ATURE/DATE s 5 t?F 20 -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED-� REQUIRED t-t/4'INE SC/a'S.S. CONCRETE-, SHEEP T3} CONCRETE ANCHORS i MACHINE SCREWS CONCRETE RE4UIRED FaR ( (SEE SCHEDULE ON Vtl 1/4'-20 REOUIREO__�y�_' _CONCRETE ANCHORS I/ 17 1 B A EYSTOVE(SEE UOU"NCQOu SHEET 7) /-StiE£r 13} NUTS® 12'O.C. C (SEE SCHEDULE ON SHEET 13) I ,. j r ,-..--- 1Z OR}.4 f ,/ - M.in. .-1/40-2023//4" Min. - - 0 EO _f0 MACHINE SgEWS .j -ED E0. i . a 12 t/4'-2D Nurs U NG G.C. 1 1 2 13 O R 15 r 13 OR 15 I .i/2. II .250'MOx. I - € M. {- + r 1 1 I E.DY1' i .250'Max. I I -/ Y�•� jSHEErrII)__ I M9x.E.D. 1 E. . r OPTIONN.. / P710NAL MIN.SEPARATION 1-5C1 axEaJ t ! 1 OR �* ExiNc_wir-----(SEE:ScnEDULE oNW Sof 19 FOR 1 1 1 , 1GLASS EXISTING 1 yT,y�;,(y1 phi MIN.SEPARATION TO GLASS _ GLASS-n _._�. EXISTING r(SEE SCHEDULE ON SHEET II) 1 1 1 Guns---i f V HV WALL HEADER INSTALLATION (AA',, NY WALL HEADER INSTALLATION � NY �E$ iNSTALLATiON + KEYS—TONE M.W. -- I---•- SEPARATION TO GLASS 1 EXiSTLNG �'� r- EXISTING (SEE SCHEDULE ON 5NEt:T i i) ; 1 GLASS—, M am(SEE I I 1 OR ll.t'L.* 1 MIN.SEPARATION TO CLASS 'I I 1 1 GLASS) 4.Isri tEEiSHMT =I =j i-(SEE SCHEDULE ON SHEET II) II i 'w 19 fOR yyrFUU ��rt1y{1 X i 1 i i I 01164/OES 4)k Q {U y EXISTING �OP714ttAL jF�p{{{ GLA55--i ED. I i+ i 1 r 1/4' 1_7 / I l I. E.'4 Mox. I r ( iii ii, 1 i I i/R'MOx. +-={ oPnowu. 13 0915 -- t. / .,,..E.D�• -- 1 1 i S. ED � £0� —Mn- 12 OR 1 A i-}_ OR tl4'a-zox3/4'S. `ED- PHILLIPS TRUSS HEADX_'/ 1/4'd-20x3/a'S.S.PHILLIPS y EO EO� CONCRETE ANCHORS MACHINE SCREWS.USING - TRUSS HEAD MACHINE SCREWS \ 1 1 SEE SCHEOWtf.ON yj -CONCRETE ANCHORS f �/ 1'�. I/4'-20 NUTS 0 12'D.C. � (. /a/4"-20 NUTS 0 12"O.C: 1 M n. - POURED CONCRETE .HEET 13) (SEE SCHEDULE.ON SHEET 13) / f OR CONCRETE BLOCK 'POURED CONCRETE ^ tt-L NCRETE ANCHORS REQUIRED :OR.CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION 1 (SEE SCHEDULE'ON (�)HV WALL SILL INSTA.LLAILCIN POURED CONCRETE✓ SHEET 14) OR CONCRETE BLOCK — wAu REQUIRED (g) �jV WALL SILLJ.NGTF FOR COMBINATION OF�. :: . . INSTALLATION DETAILS. W/ 1 SEE SHEET 4 FOR TYPICAL SHUTTER. •E.D.m EDGE DISTANCE _ ♦ SEE.LIMITATIONS OF USES FOR T..��J 2-S MOUNTING SECTIONS,CAN BE COMBINED (SEE SPECIFICATIONS ON.SHEET 13} .LADE ON SHEET 19 ,.1'• BLADE IN ANY WAY To SUIT ANY INSTALLAT102I: ltr R)L ! FLORIDA.BUILDING CODE(Non Nigh Velocity Hurricane Zone \`,\{+S `f•�N c i.F�.M ®201'7 TILTEW.INC. (9)2017 EASTERN METAS SUPPLY,INC. N t7cr' .. BERHAHVTM .4 Accordion Shutter system INC. A. S .LECQHv.: BIAM#1W/ORW/o,H.V.'WNDONRACE ^t f Americch Shutter Systems Ev.r ascRlPnax DATE auWa By is TILUT TESTING & ENGINEERING COMPANY Inc / w \\ AssoclatTon, . 1 OLD IS 0", 7/27/1 OATS; 07/27 17 (DITIDp _ 8755 N.W.3e h.g s s 3a. MINA WDENS.RMOA 331a 4268 Westroods Drive 2 Ph-:(305)571-1530.r-:{3Ds)$n-1331 DRAWING No 9 mal:tat-0-I.— West PoIrYI Beach, Fl 33407 3 7,"" Q7 �"+.y,VN/1� `vrrFll ED-0006719 4 titAy1CA A.I1LUT J�.P.E. FLORIDA U./44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 ti OF 20 CONCRETE ANCHORS i ux SEPARATION Sa'AR�TXrN I I POWRED 1 OR i 1 TO CLASS CONCRETE (SEE SCHEDULE ON SHEET 13) Ana ExIS'fINC gymM , ISE$CHEtuU: ! t REQWREO EDGE OF 11 FOt ting tDA'O GLASS--•� tix WARAly. srtTtT 10 ., SLAB IF ( ON SHM 1s ftA . APPUCABLE EXISTING N' 5P'e �(41ro w I v I s 1 ' CLASS- ..Q �' 1 °H 9rc1 1t ALreRNnTE I; I > EXISTING E ''. f / � r PNCHaR , i ,, , GIASS-• 1 I - •J r J. 1= i v {,r iOCATiaN 1 I I I t Imo} i I //010x3/4'NEX WASHER HFAb 44t }1 Oft 13 OR 1$ 3!8^Bq.N. / SCREWS 9 12'O.C. i 8 q - f xf EDGEOF x/ CON 6 YIhL- CRETE ANCHORS I 1 (SEE SCHEDULE ON SHEET 13) Et 'APPUCABLE EDGE OF EXISTING i 1 EDGE aF --t• {{ {3� J i1i 'r SLAB!f IE D,f GLASS--} �' SLAB IF 1 1/2 1 1 EDGE.OF f { APPUCABIE � _ i APPLICABI / r' -f` F SLAB UC IF uK s3'IFA7/OI -E O -E Q APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS i strE�DtsEEf s - J •fi �. CONCRETE COQ Lb TE (SEE SCHEDULE ON SHEET 14 1cYl�StCiETi4 ID'vO i- OR t��CONCRETE �L REQUIRED FLAT HEAD CONCRETE ANCHORS ) RAIXSM& 1 REQUIRED 3----f.0' E.D.- (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION - "`- VAUD ONLY FOR UP TO +70, -75 PSF A.S.U. 0 (RIHV FLOOR INSTALLATION SCHEDULE V WALK—OVER INSTALLATION PRESSURE RATING do FOR SPANS PER J3, SHEET 11 CGS HV CEILING INSTALLATION EX L CHs , CONCRETE ANCHORS T;.___..�OtE 5c .6 ro 1 (SEE SCHEDULE ON -SIM 11) -'^�'-"—"'"--' I •.'V 1 SHEET 15) 1 1/4'D PFIMICFDTHRrMFbfN V '--ami SJSA11sp , $ EXISTING^^-j EXISTING T.._...._...�_ ' ..,may TECH4t5L0G7 OR t/40 POWERS EXISTING--i GLASS _'t("SETIR1ROt 10 LASS GLASS--, ` FASTENERS TAPPER*ANCHM W/ �I 1/ Ax. I. GLASS i"C CCMLOl4E CTI Si4T.T 111 1 ) tM.SCYARKwtt TO 1 3/4'UK CIZML 04 O e ,p i ac.FOR UP TD's-a'SPAN MID 1 4.O.C.FOR SPAR'S LARGER THAN_ EYERT FASTENER HEQ 4 t MAz I (1TP)Tse rX1E t aN D.e WIASHER4 HEA it&04 .. SHEET t1 FOR i1}8TA710115 3!$' AMAX i I L ' CONI,SFAUVR. !. L'.}''1 WN. I 1 TEK SCREWS ! ;t t j i I S - 12 O.C• t t J e t I t #14x3/4' HEX HEAD„^ , - __ -- L 3/8 r - i I I. I tI• .,✓i{ �1/4'o-20.x/4'ss 4S lEK SCREWS®B'O.C. / 114x3/4'S.D.S. US=1/4'x-20 rens CONCRETE ANCHORS },, ✓ _ 5 +a [3 �- OR L!4`4-20 S.S.h4.5. +� i �J CD 9'0.C. - __ MOX, t..t: '/j�'•• O 12'a.C. YJ/NUT®9"D.C. SCHEDULE ON {=r j SHEET 14 �J1 J,4 j 7 OR)$ T!2" T.T` L R t$ 1 2.00'MIN. WALL RTRi�(DESCORATNE EDGE OF�! r/ 17 '-ti. .' I. E.U. sLL) S1A8 IF 1 !174x3!4'F.ii.S.O.S. Ai3N 1 7/a', 1 7/9' APPLICABLE CONCRETE ANCHORS SEE NOTE 13(h) ` ®S`O.C. _R�U��mCONCRLTE ;f 1 ;• - - SEE NOTE 13(E) ,.—._ .OURED CONCRETE (SEE SCHEDULE ON ON SHEET i OR BLOCK SHEET 14) POURED CONCRETE ON SWEET t OR CONCRETE BLOCK REQUIRED QP110NAL .POURED HV WALL FLOOR INSTALLATION REQUIREDj( ,STONERi�IOU TtNG64lNSTAL!•AT10N. CONCRETE L HV WALL WALK—OVER INSTALLATION NAw IUu sxulTrtl SPAN 6-D REQUIRED 0�Y RAINGUARD INSTALLATION t n=: tTHIS FOR COMBINATION OF SECTIONS: • REM.t7VAai.E INSTALLATION PERFORMED -- NOTE - - C.P. _.EDGE DISTANCE A})OM TO'AN OPERABLE EXIT OR ��/ 1 SEE SHEET 4 FOR:TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR:ENTRANCE .BLADE on SHEET 19 INSTALLATION DETAILS W/ .l,T/ H�V BLADE ASSEMBLY- 5EE LIMITATIONS OF USE FOR NTSUIO�CAN- BLDOWNED IANY MOUNTING INSTALLATION. TT - .A. `' � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0�4 ,r r.•'• vpx- 02017 TILTECO.INC. X12017 EASTERN METAL..SUPPLY,INC. u N1sF.: E TNAHVTM 4 VT " t u.. A 5 A Accordion Shutter System Q'LNC. ., . ;N ■ HN.M#1 w/OR W/o RV WINDOW RADE American Shutter Systems DEsatu RoN DATE DRAWN.By. L r_ �y T1LLIT TE$TiN6 6c ENGINEERING COMPANY Association Inc. 1 OLD 15-oa5 7/27/1 DATE: 07/27/17 �(/ L�- 6x55 KW.36th 51.Ste.305.NRGNLA CARDPIS.R A4 331C C a#4DL 426$ Westroads 6rive 2 DRAWING No PhMn:{305)aTF 1530 Fc -(305)aT,i-1557. � mal:TateeoDeeLeam West Palm Beach, FL 33407 3 7-�07 EB-0006719 4 •'�x`.x ii/II'4�ttl WALTER A TILUT.4r P.C. FLORIDA LRC.A 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 I SEE END W ��/ SEE NOTES ON LOCKING RODS(D,w LOCKS(D or /'�'t **� `L INS!ALLATI Q N S YY 1 HV AND ALTERNATE IN LOCK®ON SHEET 5, O0 BO' 17N 1 £1<iSnNG GLASS **BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV C E N T E R M AT E S CENTERMATES APPUCATIGN WITH BLADE(D OR SEF END WALL CONNECTION t 10•�«Q-�3�^��/•0oa ExImIIc cuss DETAILS ON SHEETS 10 &,16- 10 /1 3 1/4" 7 6 1/2" 7' (6063-T6 ALLAY)ALUM. �» OPPOSING ! SYMMETRYCAL ANGLE W/(2) 1/ab TAPCON } 1/2" ANCHORS TO CONCRETE ( CEN ER ATES ' CENTERMATES (TOP/BORON)FiIN.SEPARATION 810x3/4•S.M.S.sM ® ,z' W HV L 4 or- 5 f I TO class i. (4(810.1/2"S.M.S 70 TUBE} 1 O.C.PULL L.ENchlr. ---�-•- } I W�f�HV LOCK .a„r ,, (SEE SCHEDULE 41 AT EACH ANGLE.(TYP)I I f i /2 R* Z ON SHEET 11) 5IN _—_— -_ — _ - -_ -- - - - -- --- - - -�-- - _ 1--- ----- I 4' OUT HVC HVA Hve o o o 0 0 � w aR 6 + 7 06$ 0610» 3 POURED CONCRETE OR o a E7U$RNG GLASS j CONCRETE BLOCK WALL., Q.@-0-a.._-_ ( ...:.. I REOU EO F gvc d°Rd'�° �"'II� SYMMURICAL ' 9_a970'iS� MIN.sePaRanoN ^. rcLAss ��. 3 m,s• _a `G Isn f CE TERMATES* Irl FQ. g« i�3•i�s�R®+ 7 w TO cuss r� y -` ,PTIONALcam �-�, �, (SEE SCHEDULE ,- a6 V LOC (INTERIOR) Q'��11 t 3 a, •Y1 ON SHEET t 1) i MIN.SPA TION �•� t* -- T4 GLASS �` _ I, i 3 OPt1oNA� rT (QNES. 11) (INTERIOR) i :OL1T - __ "�'” CONCRETE. � ,` ANC1fi j ' 7J rJ �L a 2 * 1 •�S `�-" l VARIES 0 90' * as f)W C.'7' .. e+ I�)•a 4r U I 6'1/2'MAX. SLACK J 1 011T * (EXTERIOR) VE HVF*�* j-VQ s, V," "''�•. Hfl Y FLORIDA BUILDING WOE(Non High Velocity. Hurricane Zone 1T7 �P �G�NS �'.y�'-,• m2o1T mr�co.INC. 02017 EASTERN METAL SUPPLY,INC. E THA ffVTM x A ,.la�■A,■ Accordion Shutter System ■ 1 L. E C Q tNc H.V. IRADE #1 W/QR W/o H.V.WNDOW R" ' American Shutter S,,sy�,ms' TILLIT TESTING do ENGINEERING COMPANY 7 cv.H DESCRIPTION DAT[ DATE- BY. 7 ;'�SCtc Association, Ina: ; OLD 1s-Qes /27/1 DATE- 07/27/17 �• r 8355 N.W.36 n'. 5 Sm.303,NR ox -(305 8 FiDRW 3316 4268 Westroads Drive 2 Phare i(305)871-1536.Fox:-(365)571-r33t DRAWING'NO { a atl: 00067 aLaom West palm Beach, FL 33407 3 - 17-107 AL C1 VlI71 EB-OTILUT , a i,..VI„' L r»tt WALTER A.TtLLR Jr.PX_ P.E. SEAL�SIGNATURE/DATE FLORIDA Ue./44167 6 SHEET 6, 8 OE 20 ALT TE INST LLATION H 'IT" LOgK &0). V L FE 'IT" OCKS CENTERM 8 9 & LOCKERS WZ 1 V BLADE SEE END CONNECTi _O TA(I-� t>N SNEETS 10 a it3 INS ILLATION {1 HV BLADE ,L «PIRG GA55 W! HD CENTERMATES , OUT IN I` eIAOEOsiAGx D£TAu.Hr,R+aurm oN sHE£T s. AS.WELL AS NNIVERSAL FUMING alAOE®OETNL MOD-NVD. 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(oPmxw HDB_HVB Y LOCK,ON 5tR:ET 5. * � SYMMETRICAL ND CENTERMATES SYMMETRIC AI,�I,C1�C,ENRMATES Q HV "T" LOCK (OUTSIDE) l`.:� W/(n" LOCK (EXTERIW/ LOCI (INTER10R� •I'SE.Rifc 4ua Aw"v. {.1\/_(,•'7k (2024-T3 ALLOY)LARGE RANGE THIN �.i �a®mn•(�j"�,a�Oapp1''�D�y.®� SHEET NLNSERT.PART 10620. As MAOrACTORED BY AVDEL CHERRY TMORN,PARSIJI P'.RW JERSEY ©'�7 •®",a'.O'�1" O7G54 OR EQUAL SEE NOTES 024.waARG Rooso t talo 100,6 o,t SXm s min TOR ASL coNa mm A9PLClTva WRR BLADE(D HDD—HVDa* FLOATING',STACK fll+j�rJfA`A. 71'--. FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione �t t 1G.E.... v+_ G>2at7 nLTECO,INC; 0201?LSTERN MIETAL SUPPLY,INC. ■ RT TM Accordion Shutter System BLADE stem. w: 6tfiDE. 1 W/:OR w/o RV.WINDOW} M.��� A Arriericon Shatter Systems Rv.H. OESCRIPnOx:. GATE DRAavN BY: LC TILLIT`TESTING &O ENGINEERING.COMPANY Association, Inc. I OLD +s-0e5 07/27/11 DATE: 07/27/17 �•` .•. O .. VN 6355 H.W.3wN St,St 309.VM04A CAROENS,fLOIWA 331E a ak:("5)af1-1530 I'm:(3Gs}Oa1-1531 4268 Wes#roods Drive z DRAWING No /d(�I�L TLt��?`�(t11( e GEB mcoobo gEGGm' West Palm Beach, FL ';33407 3 17-107 WALTER A,711.10 Jt.P.E. 4 r„ArA�`� RoRQA LR-i 44157 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR ....... OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK WALL • BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING;GLASS CONCRETE'ANCHOR E XISTING GLASS Z 2*)AIK--•- EXISTING GLASS a 16,P.C. — �71. I.- I/ _/----— • MIN.SEPARATION -2"MN.-' 10 GLASS(SEE < SCHEDULE ON SHEET. UK SEPARATION # MN.SM�ARATION SEE "A SWARATION .,ill „FOR aADE(DAND, TO DAW(sm ED EQ/ TO GLASS(SEE -x3'MAX. ON SHEET 19 FOR SCHEDULE ON SICET SCHEDULE ON SHEET I/t6 FOR BLADE iDAND I I FOR MADE 0 90 • LOCATE AT PLATE. Ids & 11 FOR SLADE®AND (6063-T6)CONT, BLADES(D Q) 1- 1/2, ON SHEET 19 FOR ON SHEET 19 FOR ALUM.CLOSER i OLZ�6�61 LOCATE 1/2 SIDE AT EITHER SIDE MIN' TH IUTH lox O�F(g) OF& 4-USE I'OR 2'MAX. 1/2-MIN. (AS APPUCA8LE).2'.I/8'.O'-2" -—-—- - ALUMINUM CUP ANGLE 6063-T6 ALLOY)AT MIDH GHT 0 16*D.C. Q 16"D.C. 4 S.MLS.TO(D& E El 4 (2)1/4*9 TAPqoNS;ANCHOR!to S SEE 0 AIL X FORJ WALL AT I-O.C. (LOCATE AT 5 SIDE ON ) OR EITHER SIDE OF@) I 1U OR 1 OR SEE DETAIL X FOR 6QR TO TRACKS SEE DETAIL X FG 4 SIDE CONNECTION 0 • SIDE CONNECTION U.U� 10 TRACKS 6- 7- l(L9.01. .@ 7 5 UT TO TRACKS 7 6 @-0-@w6®1 ND CONNECTION DETAIL(1) END CONNECTION DETAIL ENE) CONNECTIONEND CONNECTION-DETAIL M Z E T —S — f+ 07URED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING 4 EXISTING GLASSGLASS REQUIRED 0100/2-�S.M.*, #Ioxl/2*.S.M.* MR SERARATIO11 D. TO OILASS(SEE MIR SE�AMON OR(�)OR OR I C NC�V� OR@GR(90R(D SCHEDULE ON SI-W 10 CLPSS It FOR stmc;Dmo CONCRETE 0. (SEE MIN. SDIEDULE ON SAM ON SHEET 19 FOR ANCHOR 0 11 FOR aADE(DAND GLADES(1) Q 12'O.C. ON SHEET 19 FOR CONCRETE ANCHOR 1/2-MIN. OC ---- — < ------- r OR(�)OR&R / 4 TONS OF USE FOR /2'MIN. 2"MIN ESEE UMITA LADE(DON SHEET 19 @OR@OR(90R(2)OR(g VIVU l . 21-10IR (CO R 9\1 PLAN DETAIL Z-POURED CONCRETE OR E I STALLATION, CONCRETE BLOCK WALL N @ HV BLADE -OF-4 HV WINDOW BLADE INTO 8 7to RED -0-0-0- 0) REQUIRED CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION N, DETAAL GTI DETAIL@ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . .......... 02017�TILTECO,INC. 02017EASTERN METAL SUPPLY,INC. NORMA NVTM % Accordion Shutter System A.S.S.Aw Hv. Bt ADE#1 wl OR wlp H.v,wND(3w aAm z -oal. American Shutter Systems ul-v.R DESMpriall DAX OP-04 BY: L.C. % TIUJIT TESTING, & ENGINEERING COMPANY ? Association, Inc. I OLD 15-085 07/27/1DATE 07/27/17 0 ' 4355 KW.36 N St.Sta.305,VIRCINIA CASIVENS.FLOROA 3316 Poo.* (305)871-1530.F..:�(305)871-1531 4268 Westrobds Dreive 2 DRAWING No West, Palm Beach, FL 33407 3 4 17-107 r"ririmir"' WALTERA.R La Jr.P.E. FLORIDA Lia 1 44167 5 SHEET s P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEOU E 11 SCHEDULE 42 S H DLE#3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" TSTA aTtON IPGEND = -, (ft.). FOR INSTALLATIONS W/ AL OR "L-" (ft.) FOR OR "L-" (It.) INSTALLATIONS TERM GENATES.® & Or Or " INSTALLATIONS WJ P W CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ff or @ or or CENTS & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.'.DESIGN PRESSURE RATING, HD LOCK (a W/"NO LOCKING RODS or ONE HV LOCK ar(C�or A.S.D.MAX- SIGN PRESSURE SPAS!FOR A GIVEN NEGATIVE ty OR WJ NO COCKING WALL A, E+, C, 0, E, M, N, O, P, 0, A5DESIGN aABLE SP RATING. CENTERMAT@ 28(� 29 W/ ONE WJ NO LOCKING RODS ® ODS MOU14TING F. K & L R, S, & V. He"T" LOCK 30 W/TWO LO(ICNG (SEE NOTES t.1`I) (VAUD FOR MOUNTING(D (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 3.5�7n�TOP EE& BOTTOM EE I/t� SHEET 7) FLOOR/CEIUNG G. H. I, I1, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRGtF c 1t+D0 INSTALtATtONS 1J CONCRETE&WOOD MOUNTING 8[ td CONCRETE F ruuuNUN GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, 'S.D.o�GN 1 INSTAI A5.0.DFstcN INSTALLATIONS DETERMINE MAXIMUM SPAN'L+' FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR CEIUNO WALL MOUNTING PRt55URE pppR/C,EIUKG MOUNTI / & RAmc GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, MOUNTINFLOOR/CEDING MOUNTING (or`t.) bR J (a aR-) FLaOR ALL MOLnmNc /A�� DETERMINE MAXIMUM SPAN"l-"FROM SCHEDULE. R L+ (R) L- Lt (it} t-(8MAXIMUM SHUTTER SPAN 'Lt'OR 1-"FOR + (R} t {tt i+ {tl) L t6) (tl). FINALMAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 6'-D 16'-O" 16'-0" 30 - 16'-0- 16'-0" 1 5T pst. GINS INTO WOOD SHALL BE LIMITER 70145 pst.ASID.0ES1GN PRESSURE RATING. MlNiM M DETERM1NEb SPAN BETWEEN 'L+'AND 'L-'. 3$ 14'-10' 14'-10' 15'-2' t6'^0" 14'-10' I4'-10' 35 15'-2' 16'-10' 40 13'-10" 13'-10' 14'-2" 15'-2• 40 13'-10" 13'-10- 40 14'-2" 15'-2'" (3) OINAT1 NS I TO BETDETWEEN WAINE MAXIMUM SPAN FOR 45 13'-1" 13'-1- 13'-4" 14'-3^ 45 13'-1' 13'-I" 45 13'-4" q4`-3' f' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMFLOO 0N5 I BETWEEM WALL MOUNTINGS 50 i2'-5' 12'-5" 12'-8' 13'-7" 50 12'-5' 12'-5" 50 12'-3" 13'-t` MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Y// FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION {(2 55 11-10' 11'-10' 12'-1' 12'-11 55 1'-f0 17'-10" 55 it'-1' 11°-71` FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 5..SHEET 5. RATING: 60 1V-4" 11'-4- 11'-7- 12-4' 60 11'-4- /1'-4" 60 10'-2' IO'-11- DETERMINE: 65 10`"10° IO'-10' 11'-1" it'-11' 65 10'-10" 10'-10" 65 9'-5' 10'-1' L,+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. .__ __. 70 ?0'-6' 10'-6' 1O`-9" 1:1'-5' 70 -10'-6' 1O'-6" - 70 _8'-9' 9-4- L2+= MAX. SPAN FOR FLOOR/CEILNG MOUNTING 75 10'-1" 10'-1' 10'-4' 17"-1" 75 10'-1' 10'-1` 75 8-9' 1 rEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'^TO" 9'-10' f0'-0' t0'-9' 80 - 9'-10' 9'-10' SPAN 1+'OR"L.-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6 9'-9' f0'-5' 85 9'-6' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90� 9'-3` 9'-3- 9'-5" T0'^T- 90 9'-3' 9•-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYST014E MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9" LIMITED TO +64.-72 ps.f,AND 8'-0" SPAN, SEE L3-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'-4- 9'-0" 9'-7' 100 8'-9' W-4" MOUNTING @ ON SHEET 7.. INSTALLATIONS, 105 8'-7' 7'-11' 8'-9' 9'-4' 105 8'-7' 7'-11" 110 6'-4' 7'-7' 8'-7-- 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3- 8'-4 W-.11' 115 8'-2- 7'-3 SEPARATIQN TC} GLASS SCHEDULE MINIMUM BETWEEN"Li+". "L2+', "LI-"AND 'L2-" 12D 8'-0' 6'-11 8'-2' 8'-9 120 W-0' 61-19" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8" 8'-.0' 8'-5' 12$ T-70' 6'-8" _ ALLOWABLE.SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'^5" 7'-10" 8'-1' 130 7-8' W-5" WIND ZONE PRESSURE RATING 7q DETERMINE MAXIMUM ANCHOR 135 r-7' s'-a' 7'-s• 7'-9• 135 7'" s' -7' -2 MINIMUM SPACING. 140 7'-5• 5-11- r-7 7'-6- 140 7'-5" 5'-u" ASTM E-1996 SEPARATION 145 T-3' - 5'-9` T-5" 145 7'-3' TO GLASS T-2- 5'-7' -7'-4' 7'-0- 150 T^2_ 5"-7• 155 7-q' s'-5' �.z' s-s 155 z'-a' S'-s• 1 THRU 3 1 160 W-11" 5'-2- 7'-1 6'-7" 160 6'-11' 5'-2" ' 165 6'-10- T-1' 7'-0- 6'-4- 165 6'-10' S•-I" 170 6'-B' 4'-TI' 6'-11" W-2' 170 W-9- 4'-11` 175_-".. 6'-7" 4'-9' 6'^9'- 6'-0' 175 W-7' a-9" '�..y+ „_...180 6'-6' 4'-8' 6'-8' S'-10" 180 6'-6' I I V BLADE 185 6'-5" -6" 6'-T 5'-8" 185 6'-5' 4'-6' TDO '6'-4" 4"•5" 6'-G' 5'-6' 190 6'-4- 195 6"-3' 4'-3` 6'-5' S1-S'. r 195 6'-3' 4'-3' 2006'-2' 4'-2" G'-s' -3' 200 .6'-2' .4'-2' 2O5 6'-1" 4'-1' 6'-3' S'-1' 205 W-1' JPr' n' y FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 92017 TILTECO,INC, 02017 EASTERN METAL SUPPLY, INC. 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ME ' moon oonmonnono mINNER=���orni�-��A�on�nr�sMoior�rese IS30�":fC3O pm01Cl�M n R! * SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES c n n>r^4 ECOE PRESSURE R4MAXMVM-zNwWM'nNG AM A( !_j{�iN�M()L�NG TYPE FOR CONCRETE OR 99HU ESE BLOCK INSL41ATiONS i,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) POURED 00tMiE:NE/OG E BUxIK POURED CCINKIR.TE (A) TO EXISTING POURED CONCRETE: (Min.YC-3 kst) (�E MAtD2UM WALL,SILL MOUNTING @ CEILING MOUNTING Lf FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min:('c 3 Ici) ANCHORS SPACIN• EMD - i/4"6 z 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn:rc m 3 It6i) R'W RIFSGN.RECAIA£PRESSURE xIl11NG ) S0. NEGATIVE p(ES3URE RATLRG A.OEgI'4N 72EG,LTIYO. RATING - 1/4'0 BLUE TAP'CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC.(Min. Fc-2 ksi) TAPCON OR - 1/4 a TAPPER+.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DiSTRiBUTEO 6Y ALL POINTS SCREW,BOLT do SPECIALTY 30. A-' fi0.75 !3D 120 tW 205 30 40. 60 75 40 120 160 205 30 44 80'75 90 120 F60 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 70. 8 8 6 S 14 12 10 9 B 8 G 4 14rl t0 9 8 B 6 6 THREADFORM TECHNOLOGY (Min VC-3 k5i) FRM011 t4 i2 tO. 4 8 -8 8 6 t4 12 tp 4 8 8 .6 d t4 i0 4 8' 6 8ALLPOINTS SOLID-SET 14 12 f0 9 8 -8 6 '8. 14 12. 10. 0 B 8 6 6 14 f0. 9 8 8 8 5 pLUE TAP lY/CAPNOTES: t4 12 10' 9 8 a 6 7 t+ 72 l0 9 8 a '6 6 14 10. 9 a 9 '6 6 TAPPER+ AT)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ Sf i2 10 9 8 1 5.5 J.5 14 12 t0 9 It 8 S b t4 f2 t0 9 e 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 8 6 e 14 12 10 R 0 B 6 8 14 t2 10 9 8 B 8 SS t4 t2 t0 -9 -8 8 6 `4 t4 t2 to 9 B 8 6 4.5 t4 12 to -4 6 6 4 35 A2)MINIMUM EMBEDMENT OF t f4'H1 x 3j4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7j8'INTO THE POURED CONCRETE,NO EMBEDMENT 14 12 t0 9. 8 8 B- 4'.5 14 12 10 0 a. 8 6. 5.8 if 12 10 9 a 8� 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 i2 to 9 7.5 S.'i 35 - 14 12 10 9 8 8 6 5 14 f2 10 9 8 7 55 + •sEE uurtA716N5 OF VSE FOR OLI5T,AND 1'MINIMUM FOR WALLS WITH NO STUCCO: atA9E ON SHAT t9 14 12 10. 9 8 8 6 6 14 12 '70 9 8 8 .6 &5 14 12 t0 9 8 8 6 4.5 �» :14 12 f0 9. 8 7 4 r 14 12 10 9 8 6.5. 5 3.5 14 12 10 8 6.5- 5 3.5 3 A3)M.CASE THAT.PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, /4 '12 10: 9- :e ?.5 4:S -' t+ S2't0 9 '8 e- 6- 45 14 12 10' 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH:10 REACH THE MNN STRUCTURE BEHIND SATO WALL FINISHES.ANCHORAGE SWILL 8E AS INOtC.NED ON 14 t2 9.5 7.5 8:5 4_5 - - 14 12 70' 9 8 7.S 5.5 4 14 72 10 9 8 6 4.5 35 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ELF'S WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 t2 /0 9 8 8 6 - t4 72 10 9 4 8 fi 8 S4 12 10 B 9 ISS 5- 35 INSTALLATION INTO E'1F5 WITH METAL STUDS SEE SHEET 20. 6'-0` 14 12 f0 9 7.5 5.5 3 - 14 12 10 8.5 T 5.5 4 3 14 12 8 8.5 5.5 4 3 _14 72 10 9 8 `6 - ^ 1f 72 t0 4 8 6.5 5 3JS t4 12 t0 B.5 8 5. 4 {B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 5.5 3 - 14 72.70 9 8 6.5 +.S J.5 14 12 10 . 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 8Y I.T.W.BUttDEX. t4 12 10 9 8 f! - - 14 72 10 9 8 7 5 4 14 12 10 9 75 85 4 3 - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7'^0' i4 t2 t0 8 6.5 4 - i4 72 9 T.5 6 45 3S t4 OS 7 5.5 45 3S' - - - 1/4.4 BLUE TAP CONCRETE ANCHORS Wf CAF.AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 t2 10.8.57. b. - 14 4 10 9 7.5 SS 4 - 14 12 9 .7 75 4.5 - - - 1/40 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT&SPECIALTY T4- it 7 5.5 45 - - it 12 70 g 75 5.5 4' - 14 72 4 7 S 4S J COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8•^0. 1{ 12 16 .9" 8'6.5 - - 74 72 10 9 8 6 4 14 12 10' 8 65 5 3.5 - NOTES: _ 14 12 &5 7 5.5 3 - - 14 12 6 ISS SS 4 3 - 2.5 9.S 6 5 4 3 - ELI)MINIMUM EMBEDMENT INTO CONCRETE,BLOCK OF TAPCON;BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 72 9S l.5 6 - - t4 72 4.5 8 6.5 5 - I4 t2 R b 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.9 6.5 S 3.5' - - 14 12 70 8 8.5 S_ - ^ 14 12 B $14 14 i2 10 9 9 - - - 14 12 t0 9 IS +.5 - - 14 12 8S 4 - - 6.2)MINIMUM E'MBEDMEN'T OF 1/4'6 x 3/4'ALL POINTS SOLID-SET ANCHORS SHAH BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 n.5 7.5 6 4 - - - 14 117 5.5 3 3.5 - - 11 8 55 4 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S MACHINE SCREW USED SHALL 8E 1 1/2`LONG MINIMUM SHOULD STUCCO 14 12 8 6.3 4,5 - - - 14 12 a5 7 5.5 4 - 14 10.5 7 545 - EXIST,AND t"MINIMUM FOR WAILS WITH NO STUCCO. 13'8.5 S5 4 V - 14 12 9 7 5 ♦5' - 14 it 7 53.5jq 12ID g 14 12 f0. 8 6.5 5 -- - 14 12 8 4 - 0.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAIL OR FLOOR, SO^0` 14 10.5 T 5 13 45 ISS 5 + 3 - - I0 7S 5 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INUCAT€D ON 14 1t 75 SS14 11.5 9 6 S A - - 25 95 6 4 - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL.SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER1♦ 12 8 6.5 55 / - - 13 '19 8.5 3FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE'SHEET 20. 1 12 7t3 - .: 14 12 9 7 s'. 4.5 - 74 10.5,7 5 3:S. - (C) ANCHORS SHAH.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125.B.8 5 12 9 8 4,5 4 3 - - 9 7 4S 3.5 .3 - i; t0 7 - t4 tO5 7 5.5 45 - - - tt,5 85 55 45 75 - - (D} SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - - - - - 14 11.5 7.5 6 5 - - - t2 9 6 4.5 4 - tt i2 14 12 B 05 SS - - - 13 10 6.S 5 4 - - ED DR STANCE VEt{,4,U5 PACING SCH�QU1E FOR A INITIS: 12'-0-115✓!5 4.5 - - - - - 1 i t3 8.S 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 SPACING 13 9S 6.5 5 -4 - - - 10.5 8 5 4. - - - - BY MDLDPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -9 8.5 - - t4 0.5 7 5.5 4.S - - - 1t 8.5 55 4.5 JS - - - REDUCED SPACING OSTAI4ED USING FACTOR.SHALL NOT BE LESS THAN MINIMUM SPACING INONAtM FOR EACH ANCHOR TYPE. - _ 7.5. 6 '5 - - 12 9 6 4.5 4 - - FACTOR 105 la - _ - tp 75 s- + :; - - 7.5 55 '4 3 - - _ _ ACTUAL TAPCON WITH ADVANCED TAPPER + IRS 89 - - - = 129 B 4.5 4 - - - 9.S 7 5 4 - - - - EDGE TAPCON ALL POINT SOLD SEr BLUE TAP W/CAP 1 V BLADE. 4R DICT CE THREADFORM TECHNOLOGY MM. SPACING S. 65 5 - - - t0.5 75 5 4 - - - E.O. MLN.SPACING-3' MIN.SPACING-�3` MIN.SPACING-3 1/2' MIN.SPACING-'3' 3 3/4' 4 flu t2 - - 'S4 70.3 - _ - t1 8.5 55 45 - - - HV �1.14D W POURED CONCRETE& RLtFED OJIyItE'fE CpLXT:EtE R.OG( POURED CONCRETE& POURED CONCRETE&RO(f6.D GO•aS1E SIE RLOIX 75 9 7 4.5 3S - 7 5 35 3 CONCRETE BLOCK CONCRETE RLOCK CONCRETE BLOCK 8 17 8 &5 4.5 - - - 9 6.5 45 - `/ DO MN E0..3" MR..EDL'3 t/T MtL.ED•2 1/2" Mk ED. 1 MN EAx3' MN ED..3 yr tM M-2 t/2' - - - - - 12 9 s - - - - 9.5 7 45 - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84. 1.0 _ _ JS 1p 65 - - - - - to's s BLADE WORKING ----_. _ _ _ a IC' . - 6.5 s UNISON ♦ 2 I1r = osl.._ 1D. D.BZ l.o - - - IN y - 0:71 - - - - 0.51 - - - - - » 10.8.a585. 6- - i5 8.5SS - - _ _ 9' 6.5 4.5 - - - 7 3/4' - 8.41 - - 0,43. - - - - - 125 9S. 6 - 10 75.. _ - - 1'.1/2' D.35 - '" - 0.35'_ _ ''. g,5 7 5 _ - - » 8 6 4 - - - FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone if"'A1?h A t'j � 02017 7ILTEGO.INC. 02017 EASTERN.METAL SUPPLY, INC. BERTHA HVIM Accordion Shutter System p; ?T E Q #re c. A. .S■A>. ttv araoET w/OR:w/o wv wIwow aADE American Shutter Systems EV.x DES DATE DPaaw Sy'. Lc. TILLTF TESTING & ENGINEERING COMPANY cxrPTwN S OX ? Association, Inc. i OLD 15-085 7/n/L DAM 07/27/17 % G355 ILW.36th,SL,Sls 305.WGINA GAnCCNS,FLORIDA 331 Phone:(305)S711-1530.Fox:(305)671-15,314268 Westroeds Drive 2 ]t Q�Ip t4 o-n,ok rnocoeaol-M West Palm Beach, FL 33407 3 LSHEET GNo ........"�1y451 WALTER A.:T1LL617TIJ'P.E. 17-107 1S+' 4 1 / l FLORIDA UG/44167 5 a OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN Max S UTTER SpAN. ASD DESIGN NEGATIVE PRESSURE RATIN NDA CORRESPONDING MO LATIN TYPE FOR CORCRErE OR CON RFTF BLOGk Ihs ra1(enONS (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CON COIICRElE BLOCK I WALK OVER& 1 TRENCH ANCHORS SPACING Fr.ENn A MUy spm _ _-MOULID QJ RAINGUARD MOUNTING` KO WALL/FLOOR MOUNTING ©WALL/Y/ALK OVER MOUNTING -- DE NASTAPCON OR (ft) .DEMTGIINE PBFSSIIIS WING DESIGN rsa3rrE.PTu191c.(ps+ 31.URlpi fIE.411VE 1�119EQ41IN0� ADEMnEGimE rR�t�� wc TAPCON WITH ADVANCED 3D:40 60..75. 90 720 160 205130 40160 75 90 120 160 205 30' 40 60 75 90 120.160 205 30 s0 60 7S 90 720 160 205 TAPCON TECHNOLOGY 14 12 10 9 8 B 6 6 12 12 12 12 12 1.5 BS -7 7 7 7 7 7 7 5.5 9 S 5 5 5 5 5- 5 ALL POINTS SOLID-SET 3�-0. 14 12 70 9 B 8 6 e 12 12 12 12 12 12 B.5 7 7 7 7 7 J 7 7 7 -5 5 5 5 5 5 5 5 OF LESS 14 12 10 9 B B 6 6 12 12 12 12 O5 8 6 45 -7 7 7 7 7 7 7 6.5 5 5. 5 S 5 5 5 5 BLUE TAP 11 12 TO 9 0 0 6 6 12 '.fE 72 12 12 10 75 6 -7 7 7 7 7 7 7' 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 6 6 6 12 12 12 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5S 4 5 5 5 9 S 5 4 4,-0• 14 12 10 9 e. 8 6 6 13 12 12 12 12 95 7 5.5 7 7 7 7 7 7 7 7 S 5 5 5 S 5 5 5- 4'-0' 12 10 9 e 8 B 6 12 12 12 9.5 B 8 4 5 3.5 7 7 7 7 J 7 6.5 S S 5. 6 5 5 5 5 8 14 12 10 9 8 8 8 6 12 12 12 12 10 7S 5.5 4 7 7 7 7 7 7 7 5.6 5 5 5 5 5 5 5 5 14 12. 10 9 8. '8 6 8 17. 12 72 11 9 7 '5 4. 7 7 7 7 7 .5 '.4 3 5 5 5. 5' 5 4 3 5,-0 14 12 10 9 8 8 6' 8.. 12 12 12 12 10 7.5 5.5-- 4 '7 7 7 7 7 7 "7 7 .5� :5 5 5 5 5' 5 -5 14 12 10 9- 8 B 8 6 12 12 95 7.5 6 4.5 3.5 7- 7 7 7 7 7 .5 3,5 5' 5 5 '5 '5' 8- 5 :4 14 12 10 9 e 8 6 6 12 12 12 95 8 6. 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5' 5 S B 4 SEE ANCHOR 14 12 10 9 8 8 6 6 12. 12, 1.59 74 5.5 4 3 7 7 7 7 7 45 3S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6•-0' 14 12 10 9 6 8 6-.6 12 T2 '12 10 8 6 4S 3.5 7 7 7 .7 7 77 J g' $ 5 5 5 5 S ,5 ON SHEET 13 14 12 10 9 8_j8.. B B 12 12 8 6 g 4. 3 - 7 7 7 7 7 q,5 4 -5 5 5 5 5 5 4 3 14 T2 10 B B 8 8 B t2 11 10 8 8.5 S� .75 - 7 7 7. '7 7 0 4.5 - S 5 5 5 5 5 4.5 - 14 12 10 9 8 0 6 6 12 12 70 0 6.5 5 3.5 - 7 7 7 65 5.3 4 S 5 5 5 5 4 3 7.-0. If 12 10 9 B B. 6 6 12 12 12 85 7 S 4 3 7 7 7 .7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 -6 6 12 10 65 5 4.5 J - 7 7 7 7 6.S S 3 5 5 5 5 5 5 3.3 3 14 1z aD '9 B a s 6 Ti a a5 7 ss 4 - 7 A 7 7 7 5 - - s 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 12 f0 9 B. 8 6 - 12 12 &5 7 5.5' 4 3- - 7 7 -7 55 45. 3 - - 5 '3: 5 5 4.5 3S - - PSF A.S.D DESIGN PRESSURE 6,_0. 14 12 10 9 e B 6 - 12 -12-05 75 6 4.5 SS - 7 7 7 7 7 -7 7 4 5 s s s s' S 5 5 RATING & FOR SPANS PER 14 12 10 9 8 B 6 - 12 9 6 4S 4 -3 - - 7 7 7. 7 5.5 4 - - 5 5 5 5 5 4 3 14 12 10 9 8 8 8 - 12 it 7.6 6 5 7S - - 7 7 7 JS 6 4.5 - - 9 S 5 5 5 f5T-77SCHEDULE -3. SHEET 11 If 12 10 9 0 8 - - 12 iS 7.5 6 S J.5 - 7. 7 OS. S 4 S 5 5 5 4 3 B•-0. 14 12 10 9 '8 B - - 12 12 9.5 6S 5.5 a 3 - 7 7 7 7 7 7 6 J 5 S 5 5 5 5 5 S 14 12 10 9- 8 8 - D5 8 5. 4 3.5 - - - 7 7 7 6 5 J.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - - 12 10 6.5 S 45 - 7 7 7 65 5.5 - 5 5 S 5 5 4 14 12 10 9 8 8 - - 12 OS 7 SS 4.5 3.5 - 7 7 5.5 4.5 35 - 5 5 5 4,5 3.5 - 10•-0"14 12 10 9 8 8 - - 12 11 8.5 6 5_ JS - - 7:' 7 7 7 '7 7 4.5 - S 5 5 5 5 S 5 45 1f. 12 10' 9 8 8 - 95 7- 4:5 S5 3 - 7 7 7 5:5 4.5' - 5 9 3 6' 45.3.5 l4. 12 t0. a Y B - - 12 9 a 5 4 7 7 7 6 .5 5' 5 5 4,5 5 14 12 10 9 B 8 - - 12 9.5 6 5 4 3 7 7 5 3 - - - .3 .5 5 a 3.5 - - - il-0�14 12 10 9 0 0 - - 12 10 7 55 4.5 3.5 - - 7 7 7 '7 '7 7-15 - 5 S 5 5 S 5 5 4 1412 10 9..8 8 - -.BS8S 4 3.5 3 - - - 7 7 6 6. . - - - 5 5 -5 5 4 3 - - 1� HV BLADE ONLY 14.�12 10 9 '8 8 - - 11 B SS' 4, - - - - 7 7 7�5.5 4.5 - - - 5 5 9 S 45 - - - 14'tx 10 9'. 8 - - - 1.58.55.54.57.5 - - - 7 7 {535 - - - - g 9 4.53.5 3 - $43 12,-0• /4 12. 10 9 8 - - - 12'9.5 6.5 5 4 J - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 14 12 70 9 B - - - 8 6 4 7 7 7 55 45 3.5 - 5 5 5 4.5' 4 3 14 12 10 9 8 - - f0 7.5 5 4 - 7 7 6 S S S 5 5 4 14 12 10 9 0 - - - 0.3 8 5 4 JS - - 7, 6.5 4S 3.5 - - '5 5'4S 3.5. 3 -14.12 10 9 8 - - - 1.0 8.5 6 4.5 35 J - - '7 7 7 7 7 4.5 - 5- 5 '5 55 5/412 10 B 8 - - - 7 5:53S' J - .7 7 5 414 12 10 9- B - - - 9 7 4.5 .75 - 7 7 5.5 4.5 - 5 5 5 4.s14 T2 10 9 - - 10 7.5 5 4 3 7' 6 4 3 5 5 414'-0" 1417 10 9 - - - - 0.5 8 5.5 4 T5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 912 t0 B - - - 6S .5 3 7 7' S 3.5 - 5S S1{ 2 f0 9 - - - &5 8S { - - - - - 7 7g 5 414 12 10 - - - - - 9 7 44 JS3 - 7 5.5 3.5 - 5 5 J5 A54 15•-0- 14 12 10 - - - - 10 7.5 5 f 3 - - - 7 7�7' 7 7 3.5 - - 5 S '5 S 14 12 10 - - - - - 6 4.5 3 7.. 74.5 3 1412 10 - - - - - e 6 4 - - - - - 7.' 7 5. - - 314 ':12 10 - - - - BS 6.5- 4 3.5 - 7.SS 3:5 - - - - S5, 3:5� -t4 12 10- - - - - 95 '7 43 3.5 3 - - -' 7' 7 77-- 6 3 - 5 55 516-0"14 12 10 - - - - e 4.5 3 7.65 4 '3 5 43.514' 12 f0 - - - - - 7.5 s 7s - - - - h 7 7/ y - - - 5 5 45 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4411 111. - ., `�� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. a w $EE {T A H TM Iy.S■S■Ii+�. Accordion Shutter System H v. aanE#t W/OR W%0 H.V. N1NhOrV BLI+DE 3 Xd� •' TILLIT TESTING & ENGINEERING COMPANY Amerlcan Shutter $ 9tBM3 Y EV.N DESCRIPTION DATE I ORAWN Ell: Lc. d'•.• ;' 40 !1355 Nw•361.1,.sl,Ste.305,MMNIA QQWZN5.FLOIZOA 33161 ASSOCiOtIon, Inc. 1 OLD 15-065 7/27/1 DATE 07/27/17 Pilo :(305)871-1530.Fa4:(305)871-1531 4266 Westroods Drive 2 q...........••' ,>��+11e11 a 61:Ult-c-Le- West Palm'Beach, FL 33407 3 DRAWING No X704AL`0.o.t WALTER A U.1Ti Jr.P.E 4 17-107 P.E. SbZ/=NAYURE/DATE FLORIDA U.p 44167 s. SHEET 6 14 of 20 MAXIMUM ASD DESIGN PRESSURE RATING (p s) AND Q08ESPONDING MAXIMUM ANCHOR SPACINQ (in) SCHEDULE FOR A GIVEN MAX. SHTT R SPAN NEGATIVE A I A CORRESPONDIN Mp 1 N_C3 TYPE (SEE MOUNTINGS ON SHEETS 16 At 17). SOUTHERN PINE No. SPRUCE PINE. SPRUCE PINE SOUTHERN PINE Na. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 WI MIN:Gm0.55; FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M,NUGc 50.50 W7 W/ MIN. G=0.43 W MIN. G=0.36 uexiuuM SP'"(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R FT00RWMOUNIINGS M, N, 0 & ft FLOORVMO�UXTINGS M, N, 0 & R FLOORNMBUNTINGS P & Q S&V S &'V S&V tksd pELOR RlSCtF IAR4(f} OiOI KUR1E i43v1Fi SNTG fFfj u_91I 16tms mm>;?utc tom) o$!x xGRIE 1 91£FUTc 4*� mn+s!'WFa P.'�fi a5lc Eye} is u.`m!um'ra aS9Fi aa>!c(TSJ .OM WIVE MM MOM=MA&UM INIMFE FADS rp10_ mm rmnc PIfiYSE cmL(�} &EM OVE POW M-414 30 40 60 75 90, 05 30 40 Go 75. 90 OS 30 40 Ga 75 90 FOS 30 40 60 75 90 OS 30 40. 6O 75 94 05 30 40' 60 75 90 05 30 40 60 75. 90 OS 30 40: 60 I5. 90 05 JO 40 60 75 9D OS 30 40 60 75 90 05 `_0.0R S2 10 10 9 8 8 8 6- -6 6 E 5.12`10 TO 9 8 $ b 6 8 6 '6 6_72 7O 70 9 8 8 G 6 f 6 6 6 S' $.- 5 4` a 4 3. 72 12 t2 S2 12 12 12 t2 12 72 t2 112L22 12 17 12 72 4•_0' 12 10 10 9 $ $ 6 6 fi 6 6 6 12'10 10 9 8 8- �6 $ 6 6 6- fi 72 10 70 9 B B 8 fi 6 6 6 6 6 5 4 a a 3 12112 12 12 12 72 12 12 t2 72 12 2 12 12 12 72 72 t0 t0 9 $ $ 6 6 % b 6 5.5 i2 SO t0 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 fi 6 6 6 b 5 6 5 4 { 4 3 12 12 12 12 12 12 12 t2 i2 t2 72 2 52 72 52 0.5 12 10 10 '9 $ 6.5 6 6 .G 6 5:5 k.5 12 10 10'9 $ 5 B 6 G .5 5 4.5 12 10 10 9 fi 3.5 fi 6 6 6 5.4.5 6 5_ 4 4 3.5 - 12 12 72 12 12 12 12',12 12 12 12 2 12 12' 10 8.5 7`_O" t2 SO 10 9 6.S 4 6 b 60.514.514 t2 it) 10-9 5 3 G 6_ 6 5 + 3:5 i2 10 10 3-3.5 - 6 6 6 5 4 3.S B 5 d 4 - - 72 12 12 i2 12 72 12 12 52 12 t2 2 i2 0.5 S.S 7.O" 12 1p 10 7.5 4.5 3 6 6 [4.5 5 4 3.5 12�70 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 $ S 5 .5 3 6 5 4 I- - - 12 12 12 12 12 12 12 12 12 12 11 12 1.5 9 7:6 6.5 _V 12 10 10 5 3.5 - 6 6 . 3.5 3 12 10 9 4 - 6 5 4.5 4 3 3 12 10 4 3 - - 6 6 4.5+ 3 3 6 5 3.5- - - 12 12 12 12.12 i0. 12 1252 1. 9.5 2 t0 8 $.8 5.5 12 1O 7.5 4 - - 6 6 4 3 - 72 10 6 3 - - 6_ 6 4 .5 3 12:10 3 - - B 6, '4 .5 3 --. 6 5 - - 1.2 12 12 12 -1.59.5 12:12 72 10; B.5 12 9 7 :6 5 7 10 5.5 - - 6 6 - - 12'70 4.5 - - b 5.8-3.5- - - 12. 10 - - - 6 5:5. 4 - - - 6 'S. - - - - 12 72 S2 tY 14 8.5 i2 12 t2 9.5 $ 2 8 6.5 5.5 4,5 12 10 4.5 - 6 6 - - - 12 10 3.5- - - '6 145 - - 12 10 - - - 6 5 - - - 12 17. 12 1.5 9.5 8 72 12 II 8.5 7 6 12 1.5 7:5 $ 5 4 6 6 - - - 12 t0 - - - - 6 - 12 7S - - - 6 4.5 - - - - 514'-0" 12 10 - 6 5.5 - - 12 7 - - :5 12 7 - - - .5 4.5$ _ 12 _ _ _ _ _ 5 - - _ _16'-0" t2 - - - - G - - - - 12 HV BLADE OR HV BLADE W/ HV WINDOW BLADE WORKING iN UNISON* •SEE uuWs OF USE FOR GLAD (JIt ON SHEET tB i + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS T0'WAL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLO'Ast a SUBSTRATE SHALL CONSIST OF THE FOLLOWING; SOUTHERN PINE Na.'2 W/G=0.55(MMS) - t/4'p TAPrON ANCHORS,AS MANUFAMRED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(WDS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0;43 IN.O.SJ E)(CFPTtM SEE NOTE..2 BELOW. SPRUCE PINE FIR SOUTH W/G-0,36(N.OS.) -COIL 1/2"CDX.PLYWOOD(1986 APA)." 2.ANCHORS to NaLLOW CErUIRG SHALL BE AS PER MOUNTING TYPE U.SHEET 17'ANO SHALL:CONSIST OF LAC SCREW"AS PER NOS 2015 SPECIFICATICM 4.ANCHCBS.SHAt BE INSTALLED FOLLOWING ALL Of THE RECC¢1NEND%=NS+ANO SPECiFTCA110NS:Q`THE ANCHOR'SMANUFACTURER.. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone `1114-`i�r•. ,7-. 62017 RLTEGO,INC. X2017 EASTERN META4�SUPPLY, INC. 1 �i {iFI{I` `•,t� I��u� A I 13 T AHTM ILI E C O,Nc. A■ ;.r7.tl■ Accordion Shutter System t H.V. a"#1 W/OR W/O:FLV.WINDOW SIAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly.Ik DESCRIPTION DATE ORAVI BY. La Association, Inc. 1 Om 15-085 7/27/1 DATE 07/27/17 �Q 1� MW N.W.NO,St..Sr M.WOW CARDERS,FLORw W11A .4268 Westroods Drive 2 Phone:(305)871-,1530.roc (305)871-1$37 DRAWING No "41111 e m EBUI GOcBd�om West Palm Beach, FL 33407 ; 17-107 it WALTER A.TIUJr J Y.E. MI` A,11 FLORIDA Lic.1 44167 5 SHEET P.E. SEdCf3tftCA1URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & 9 HV♦ BLADES AS APPLICABLE) X. SHUT + OR L-- FOR INSTALLATIONS I WOOD TH HV BLADE Y SHALL _�1YALL FINISH BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 $PAN 1/4b TAPCON CR A.S.D. SIN U TIG FOR INSTALLATION L 10 W B A WORKING I UNISON I TAPCON WITH ADVANCED , ~�' '� ' 3Hl2EADFORM t£CHNOLOGY I/ ., f i 1/4"D TAPGo' OR ✓''L" TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY YI/ 1 t 2"Min.PENETRATION .�� 11 OF THRF EO AREA TO ( ,y„� W/1 tf2'Min:PENETRATION OF THREADED AREA TO EXISTING F AEN.SEPAPALION t i EXISTING WOOD HEADER. ..T- I? WOOD HEWER.(SEE SCHEDULE ON SHEET 15) 70 BASS(SEE - 1�OR tf ` I • (SEE SCHEDULE ON SHEET 15) I, _[tt J 1/4"0-20x3/4"S.S.MACHINE SCHEDULE ON SHEET I n SCREWS W/1/4•-20 NUTS T 1,FOR FADE FOR .... . C 12'O.C. L 046-- ON 19 FOR t c V ' ( L •,� 1•IrGn. _ EXISTING € STAGES QT& WALLN 11 'v,`!, I-- 11ONAL I wau I` ay t II r 3 EXISTING MIN. I _ u ..''SEXISTNI CFINISH MiN. 27x4`WOOD �� t t �I 1 4 a TAPCON OR TAPCON 1Y17H ADVANCED. HEADER REQUIRED I OR 1 J 2"x4'WOOD � '-'- d g HEADER REOUIREO / 1/2- EXISTING 6 NT1 SEPARAnCN � it iI} 11 i . LI/4'0 TECHNOLOGY W/1 1/2' G1A55-•--] 70.RgSS{SEE 4 _ t M(n.PENELRATION Or THREADED AREA TO tALN_SIPARATiON TO GLASS , t I ? 'Lt I` t - EXISTING Wa40 HEADER. saw A£ON sHEEr g 4 L i, -••-'- f I FOR BIAF )AFD COSTING 1--(SEE SCHEDULE ON SHEET 1.1) t t 4 f 1 (SEE SCHEDULE ON,SHEEr 75) ON SHEET t9 FOR 1 I t.-1=-S-3t-'+-l`'•-u 2'x4•CONT. slu "( TILDES{$)&to 1 PLATE RCO'D. HV WALL HEADER INSTALLATION (�HV WALL SILL INSTALLATION 1 HV WALL HEADER INSTALLATION T — -- _t___.. I i IXISTINC 1 GIN.SEPARATION TO GLASS ,I 1 _ MIN.SEPARATION TO GLASS GLASS,--+ pgSNNG �'—(SEE SCHEDULE ON SHEET II) 1 (SEE SCHEDULE ON SHEET 71)""I EXISTING -` ( MIN.SEPARAT16N TO CLASS t 1 1 GLASS-•, i CL SS—( _ 2'x4'CONT-(SEE SCHEDULE ON SHEET 11) k. W000 P1ATEI '- t ( 1/aro-20x3/4'S.S. v RED TO n I�'j� [ ' t MACHINE SCREWS 4 ,.t�J 1/4 C-20 3/4"S.S. F / USING 1/4"-20 NUTS q - I{ MACKNE SCREWS W/ ( I .r L t S-20 NUTS d 12• 1 6 12"O.C.—� t•T� n I 1.. D.C. @OR x.. i � o I- 1 oft 15 I 2.4*CONT C RE0'0. ( s ,� ' J. -.. Ii - 1^Min. r y t t t ! cJ 1-Nin. ` i \ �'IP TAPCON OR TAPCON-WITH ADVANCED 1 �• �., •�OR� + f} } �t �s t�� C t S - tai THREADFORM TECHNOLOGY W/1 1/2' 2x4 CONT Min.PENETRATION OF THREADEO AREA TO 1/4'9 TAPCON OR TAPCON WITH ADVANCED {Ii I. Vt•+ I L I , SILL PLATE I I; EXISTING WOOD HEADER. M �s .�..� 1/4'D TAPCON OR NOTE: E RE00 (SEE.SCIfEDULE ON SHEET 15 }t }t t } THREADFORM TECHNOLOGY LY/ 1/2' t I 1 ! �R ) ` I TAPCON WITH ADVANCED I-.SEE SHEET 4 FOR TYPICAL t, 1 , ( I 11 ,3f MLn.PENETRATION OF THREADED AREA.INTO PLYWOOD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ' i, �' - \\-WALL FINISH �i.•L lti :1�.', ..yy. 1/2•MIN.CD� \ 1 (SEE SCHEDULE ON SHEET i5) EXISTING MLN.2"xt ` PLYWOOD REO D. \ Wf 1 J2 Mi..PENETRATION OF 2-MOUNTLYG SECTIONS CAN BE STUDS"*16'.o.C.LfAX:� WALL FINISH-1 THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO '1/2"MIN.COX PLYWOOD REO'D. RCO'D.PLYWOOD TO BE ,(SEE SCH,EOULE ON SHEET,15) SUIT ANY INSTALLATION. (k)HV' WALL SILL INSTALLATION -EXISTING MIN. 2.4'STUDS'C.16'"O.C.MAX.RED-P. ATTACHED TOMOS IN. -- PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308.OF THE F.B-C. SECneN 2308 OF THE �HV' WALL. SILL INSTALLATION *SEE U A710NS ar USE OF HV WALL SILL INSTALLATION F.B.C. CAorirai.y RUDE 1A oN sHEEr 1e fI. NA UUI�.DJNG CODE(lion High Velocity Hurricane Zone 1TIII ", A. +lf= 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,,INC. � BERTHA HVT. QAccordion Shutter System ■ w ■ r KV. BLADE#t W/oR W/0 H.Y.w NDow aADE e•1,O, .q „r/� TILLIT TESTING & ENGINEERING COMPANY Am6i'fCOn Shutter Systems EV.k DESC18P110N DATE DRAWN BY* i,C. ` A Association,JnC.. I. - OLD T5-oa5 7/27Tt DATE:. 07/27/1.7 &T1s WW. SL.Sta.M!i,MRC1tM W004.FLORDA 3316 a1"zS$ WBStrOaCI9 Drive 2 �2 t-' - PnenE:(305)87i-1530.Fox:(305)871-1531 - fA,QIO� a-m f:idleQ..L.0m West Palm Beach, FL 33407 3 —DRAWING Nrary'7 .• ' •�rttyl WADER -OW6711) P.E. - 17-10-7 -1.0- ` lA TIL 4 P.E�� ' DATE' FLORIDA u..!44167 s SHEET s16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & HV1_ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE 0)ONLY SHALL. LIMITED T 05.0 sf. A.S.D. DESIGNPRESSURE BATING, SE ET 19 OR MA WALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WOKING IN UNISON _ R fs"a TAPCOH OR 7 -E4- EO 2'Mxl.--•-� /�•--TAPCON WITH ADVANCED WOOD Ni..)EXISTING ----r r its / - � I EDGE(IF APPLICABLE) / THREADFORM TECHNOLOGY WOOD SEAM REQUIRED. //� ��•.,, 1 W/S t 2'Min:PENETRATION 1 4'0-20x3 4'S.S. STRUCTURAL ADEQUACY i r• )it OF THREADED AREA TO 1• PHILLIPS TR 55 HEAD OF gEXSTING CERTIFIED BY EAM / EXISTING WOOD HEADER. MACHINE SCREWS REGISTERED ENG7NE£R DR ;' i '- _ /-EXISTING WOOD _UD (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO Eq--+-T^-EIS L-_._ TRUSSES OR (''EQ ® 12'O.C. SHUTTER INSTALLATION. 1 i 1 / '{ 1/2' "� 1/2' RAD. REQUIRED 19 i 3f A Ft T 6R T Rls"c TAPCON OR -- TAPCON WITH ADVANCED / ,�^"„' / EXISTING SOFFIT �, y :257" THREADFORM TECHNOLOGY 3/4"Max:THK. W/ I 112. Mn PENETRATION DEQ rX14 3/4' EQ: EQ..r t _.._.....41 x4"xl/6"CONT.ALUM.TUBE; OF THREADED AREA TO IXiSTItiC WOOD HEADER. ,I f S. - (6063-T6 ALLOY)W/ 2'1 `.I I OPT€ONAL (SEE SCHEDULE ON SHEET 15) �� 6•Q.C. j 1 I Or 1 3 Or 1 S EACH CRAFTER OR TRUSS.6-0 LAG SCREWS 70 I,%' l -._-1.1 OF I3 Or 'I$ I MIDWIDTH OF EXISTING WOOD I.. LOCATE LAG SCREW$AT ' �� I iEXISTING MIH 2"x4" ( OPEN SOLE AT EACH11 WIDTH)MEMBERY1J22 MMin.N07A1[JA1. IXLSTLNG^-T HEADER REO'0 f PENETRATION-OF THREADED G ,cS T[�.,.—._ RAN.SEPARATION TO GLtSS EXISTING �, STUD 70 ACCEPT 11 ( (SEE SCHEDULE ON SHEET Rt) �455_:_I` SJT6'o LAG SCREW I() INSTAL A ONFOR S WITH 72psi I AT CENTER OF 7U8f. 1}UH1I?ttt --v- T4 L S�AHA K 1 MAX.A.S.D DESIGN LOAD AND a.HHV WALL HEADER INSTALLATION 11;9&0r4I� IXGLASS OA INSTALLATION MAX.SPAN,THI$ GLA55--- m O,w($LE RJSTAL..AT1gN IS ONLY valla j ON sw 19 E� N OOR/'1 It TSR KAM Q1HI FOR WOOD W/MIN.SPECIFIDOUGLAS ti:3' CH yaT i0 FM FIR OR OF 0.50 AS aOU o.I iaanEsQ}AQ,i I p ,pg ♦ FIR.OR SOUTHERN PINE No.3, 1-SEE SHEET 4 FON 1YPICA4.SHUTTER ASSEIASLY ---OOR ® OR EQUAL. 2-MOUONG SECTIONS GAN BE COMBINED T HV CEILING INSTALLATION V CEILING INS LLA IN ANY WAY TO SUIT ANY INSTALLATION: F o SUPAPAIM - t�,OR MIN,SEPARATION TO GLASS --.11 FOR EEMEI ON _ SEPARATION t----(SFE .. '(SEE SCHEDULE-ON SHEET t i) IXGLASS I ION Stf.E1'19 Fai- I -I TO GLASS I I -•--- GLASS CtKES Q:&1�1 I(SEE SCHEDULE EXISTING ---'--� N :(SEE SHEET 7 t) I I Yd CLASS.....i ( 3 ALTERNA... t ANCHOR 'LOCATION EXISTING g WALL""""--''''��]]]]77 j \ 3J6.Mst #10x3 4'HEX OL I (( !i I 2"x6.'MIN.IT= FINSS� I "!-'"" 3/8. uat •---WASHER HEAD TEK. I DECK REQUIRED 13 OR 2":6'A6N:WOOD } SCREWS @ 12"o.c I (NO FTNISH / DECK REQUIRED(NO -„_ �.,,,�-» ALLOY/E0J �\ 1 FINISH ALLOWED) - -:: _`._. '�2' �_'R"-1 irOEDGE ""�' J _.,.-- '- -ECCE OF DECK EDGE OF DECK ----"" DECK IF - - ' _ IF APPLICABLE I tI EQ IF APPLICABLE -0:-.I- - ^'" .•.-•._.�- ,,,,,._-. �f APPLICABLE R/s'o-20x3/4's.s. ✓,�.,:r--.._ ( �_ •..• ✓_.,_..-,...- I 1/4"m TAPCON OR PHIWPS TRUSS HEAD ~�=2-MRNr-�Y°^~-- ---- I TAPCON WITH ADVANCED M1tl' MACHINE SCREWS - "�"� -^"'_ -� 1/4'4 TAPCON OR TAPCON WITH ADVANCED I` 1•;:2'x4'CONT. Ike,`. T1IREAOFORM TECHNOLOGY WJ I/4"-20 NUTS THREADFORM'TECHNOLOGY W/ 11/2"Min. 2"MIN.-- J' t --SILL PLATE 1/ab TAPCON OR.TAPCON WITH ADVANCED_THREADFORM -.-2 MIN. PENETRATIONS OF THR:AOED REQ D W/ I t/2"Gin-PENETRATION A 12'O.C.. 1 TECHNOLOGY Wf 1 tf2'Mtn:PENETRATION OF THREADED OF THREADED AREA TO AREA TO.E]Gb'DNG.WGOD HEADER.(SEE AREA TO EXISTING WOOD HEADER.(SEF SCHEDULE ON SHEET is) EXISTING 17000 HEADER. .. SCHEDULE ON:SHEET 15) . ' (SEE SCHEDULEONSHEET 15) HV -WAI.K-OVER INSTILLATION..�.�UMFt OFUSf FOR. ��,! }HV WALL SILL INSTALLATION �g �'g W Hy FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 42017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. v�sE,y, RHA HVTTM 11/ ME:C,O N . A■S■S.A. Accordion S iutter System Kv. i w/OR W/O KY. WINDOWaaclE $ : American Shutter Systems :- �� Y EV.N DESCRII'1RON GATE DRAYIN Sr. LC. J{,,,�f 7iLLIT:TESTING k ENGINEERING COMPANY �r 'f CP , Associdtion, Inc. , OLD Rs-Des 7/vJR Dare, 07/21J17 '4 ty 6355 NA.361A:5L.6G.30%YIRG-CAROENS.FIGFWA 7]18 « �$ <�4s_" Pnona:(305)871-1530:Fox:(305)071-1531. 4268 tYestroada Drive 2- DRAWING No f /(1�` �r�1 L'L -rr EB LGaDSTeiel'corr West Palm Beach, FL 33407 s 17-107 ~ NAL EN ✓ WALTER A.TILUT Jr.P.E. 4 FLORIDA LIC.j 44167 S. SHEET P,E_ SEAL/SIGNATURE/DATE 6 17 OF'20 END INSTALLATIONS HV BLADE OR WiNDOW BLADE INTO 2"x4" MIN WOOD STUDS 2-x.'YIN.WOOD $'CODS R"D. 2•.a'YW.WOOD 2•x{'.WL .5TVD5 REL'0. W'ODD STUDS.. k.\ .�'\ 1/4 TAPCGN s t / . . / 2'.e T+.` 05o.C• LA 'RU STJOS�tN+W/YRi, •Ex6aNG GoesfU [Y -.E^AS1tNG GL\55 Ex6TlnG W.:.. ~1 I \ ExKii.'Yv GVSS j �i --1 tl _ Vii'3,PNJ3KN PlWt'OW:' w STPA¢h11W -..1/2•NLN.CO% 10 QA.L^-ISFE KI( Ag71Qd VOL�f1Y,110N roa (sr:>: avwom.. _ :n+mat GN aEEr a ors(:IEE -+/2'tm rax ro aA55 i� 1,;A,Cplr,[w t/;g x3•Yom,." Wstl_ ItM OKE mAYR 513ExixE at 9fEr R+.Ix"02D. Sa¢�cF..ON Sur W StuT 14 FCR (4983-u Cul" �Dw�a® 7ir i2ti F'OR�AN7Ea+s+csr Is RR i 9lctsy/2':YNL AAAA tUrtF-- 1tiySD+0010.1/2•S.Y.S. .0o.0. T40at. •r Ynr+Ourtt OR ' SEE'D (D OR Gia m�aFi ts0e cr.( 1 1 ORO* i 9Df CONRECT"t SEE OETA1%FOR 1 DR Q i TO rRACM' SEE OETVL%FOR (� E ]w d •O-®©O-a•t�� sme crDwEwrnas ^-G •63- E mr�n r Q O 0-t L�> Cta•a"�-3�i��j rte\ti-ru•�. (D70.�faa�.V ©•� 4J.1%•o•�� �D,•e�-Z�l• ©•'V- a o•'V'-L/tJ•`4:°• 043-1�•V.' -0- e L#65n Ca'Ja Oi- C0 QB- �•��,( 0 U- -b13.0•x- O -� END CONNECTION DETAIL 9 E1�DT� �L END CONNECTION DETAIL C� F1LD CONNECTION DETAtL �0' . fx15rR+G •REQMM my FDR SPANS CRWER Iwm ir-a- . /�CtA55 2-At'Yrtt W900 F-t/4'p U 611 ANCII.RS 114•e rh'CaN#, SJF.S sr1R7s Fitn'D (g/,112'YR+. /r in'rnn. ofa ac. ExKRNG GV$S 1 FENCIM110N a 13'0.C. pOyp9 pANa,V 0 1]'O.G P 4 ♦ $£E LIMITATIONS OF USE FOR C y -- /2 Y1t 5p�C"SIM� u BLADE,1A ON SHEET 19 m�m } X—, o�� ' CCs0ORjtyt' . / ICOR at 4 4 5-c a-oma - e" DD DR GR6 VIEW r Jaz b ] 8 i WAIL F1NIst Ort'YRL W000 WXC ,yc; Llr3�•® �Q3"'�r MMS REaro. M&I "l.4'f-*-v�"CG'.J•Q :p.� x•53-�CR-O•ts- �•�'�'�•�' END CONNEC•[I_ON DETAIL 1 END CONNECTION DETAIL 12 pE u�r..... FLORIDA BUILDING COD Non Nigh Velocity Hurricane Zone ,,�14aPt., ••- �/y, 92017 TILTEGO,INC. @ 2014.EAS1't:RN METAL SUPPLY, INC. 13ERTHA HT, C Q N . AL.S■S.A. Accordion Shutter System Hv aADE#t W/OR W/o Hv tMNDrnv BLADE sYr TiLLiT TESTING & ENGINEER{NG COMPANY American Shutter Systems EV.N DESCRIPTION GATE DRAWN BY. L0. AssoclCtl6n1 Inc. t ;OLD 15-085 7/27/1 DATE: 97/27/17 4355 I+W.30x sE.SU..soy,eRGN+A cAR 01%(LOR"3310 4268 Westroods eve 2 DRAWING No PD.. (305)87t. 7550.F.z:(305)8?1-1551 �(4.;' a-mad wt...00.L..ro West Polm Beoch, FL 33407 3 ��NAL��6 ea 0005714 \ W'ALSER A.Tlti.tT Jr.A.C. 4 1 7-107 [P.E. SFJays GNATURE/DATE FLORIDA u.,p x187 .5 SHEET 0 18:OF 28 z — Mq,�,} ��py�} �,.T�7� :.�°� Q�p1i ' '"�L'J • GENERAL IJMRATIONS AND Cq ORIQNS (�,USE FOR BERTHA ' pill" WORKING IN �✓i T.1W)(.A.S.D.DESIGN PRESSURE RANtG:+110,- 110 p,$.(. 2 UAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6;7:AS WELL AS MOUNTINGS M.0,T.U&WON SHEETS 16&17. dNLY CENTERNA7E5 21 &(BOTH W/ t{�4 OR 2C'U ARE ALLOWED WITH 21 5 _ ,, IN A SYMAETRICAt.OR DPPOSiNG tAYOUi.IN CASE OF OpPiSSYC CJ^V 5 IALIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF r16•,� / cENTo1M NP.ELL ENO • r A ♦ , / �'v ' 5.(A)HV WINDOW BLADE 1 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS J (3 9 HOLES)FOR44 PER AF SPACINGS SHOWN ON SHEET 4. d d {B}MW.CLE4RANCE FROM Top OR BOTTOM EDGE OF HY WINDOW BLADE t'n MAX.S WINDOWS s s r r `lt1•.G,1 OF ANY 3'0 HOLE FOR V SWALA BE 12'. ALLOWED IN FIV WINDOW BLADE� ' (C)FIRST OR LLAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D)tN WINDOW BLAO£1�MUST RE USED ALTERNATE TO A SOLID HV 81ADEQ THROUGHOUT 5HURfA'$WIDTH. (E).C MATES SmL.ALWAYS BE INSTALLED.ADJACENT TO A SOLID HV r • • I A a' BLADE 1 Ai-EITHER SIDE OF THEN. 1 ; (F)POLYCARBONATE HV WINDOW&M SHN1 BE INSTALLED SO T&TABS PACE SEE ENO T14E INTERIOR OF THE OPEN9J0 B NG PROTECTED.t1V W4IOOW(4k1P7 MUST RE CONNECTION r a s r r A aR �' ONLY INSTALLED AND LOOKED USING A HV SETTING TOOL PROVID BY ASSA, OETAIL ON SHEET INC. a FULL HEIGHT, gSS3 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 4 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES A P P I At 2 ABOVE) am ^SA iA 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONcME OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). a.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM F-1996: ' /_"� I$EE PLAN FOR REQUIREMENTS) w ` �„-� ,� WIND ZONE MINIMUM SEPARATION TO CLASS D H 6_5J tOP&BOTTOM —a —_ INUMITED WOTI+-- """'' i THRU 3 t' ELEVATION MN.$EPARIVION 70 CLASS EXISDNG GLA$s -- sEE SCHEME ON SHEET 11 FOR SAX 4 —�,—•••� A"9 on THIS 9c:T TOR aAm(D&Q�A �.�"� ' -- 6S) P. SYIAM RI CENTERMATES(VbI Q' \ W/�Z, OR S AND �.. �."' _ •.^--"_--j F�1.�io1..... t f W/O {S NOTE 4 ABOv+E} `EJ PLAN TYPICAL 01'1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* T;FarA 1Q!f 3+0 FLORIDA DUICDING CODE(Non High Velocity Hurricane Zone V, ..... 4/ 02017 TILTECO.INC. 0201.7 EASTERN METAL SUPPLY,INC. .� :vc,Elr.. A BERTHA_ E VM T • !. E C O N ■ ■ ■,A,■ Accordion Shutter System E .' AFI V,KAM#1 W'CR W/O KV.W MGM MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION OATS DRAWN 8 5 LC Association, Inc. I -OLD 15-085 7[27/1 DATE 07/27/17 6M N.N.36tH 5L.Ste.Zta NRCOM GARDENS,FLORA 3319 (305)8717153 (305)871-1531 4268 Westroods Drive 2' DRAWING No t n e-mat:11trcoDoolcom West Palm Beach, FL 33407 3 Nfi1' EB-0006714 4 17-1.07 -ter. WALTER A.?AUT J,P.O. ......... FLORIDA•,� U.j 44167, 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF O i OOJS ,HICKINSTALLATIONS W� HV BLADE & HV CENTERMATES 21 -•12.000•Max._ tin.ASTM A-6S3 GRADE 60 '^• VARIES-- max h6n.G-60 SAT STEEL o, 436 INTO METAL STUD WALLS - METAL s,U¢S AT I6'O.C. w p ------- --- s s'O.C. 40 4 J 0 1/4"® NOMINAL W W ---- -- 1/z' " IONS D CONDITIONS ALUMINUM SLEEVE FO .. AOCOR BERT RDION SHURER 6063-T5 ALLOY /+x oars' uCx runt 43c 43a o� SYSTEM INSTAL LATION TO METAL STUD WALLS cONr.D,v.v.sttEL Twat CHANNEL.1 a 6`O.C.. 0 6 O.C.^. I SEPARATION TO GLAS,$ SAH IULE 3.000' ASTM A-6S3 GRADE 40 Min.G-GO I r i Mex. GALVANt2ED FASTENED TO STUDS , 11 t. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psC) W (2)16x1/2•TICK SCREWS ON I EXISTING FINISH 39 , a INTERIDR m EXTERIOR TACE I AS APPLICABLE J D� 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM { SEPARATION ax LENGft1 + 1" I MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING GLASS—4 (SEE TO GLASS T" SCHEDULE) 43. 4: ONLY ENTERMATE 21-W! 24 HV LOCK ARE ALLOWED 1 THRU 3. ' 4E1 /4"J�-2OX " BOLT �� �") m WITH 27 ARRANGED A SY METRICAL LAYOUT: MUST PENETRATE 3c'T" ¢ USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4„ 1 373 1 3/+x s 1/+x 0.035*THICK urn t EXISTING nNISH APPJ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250'•• -, oxo" c¢NT.cud.STEEL TRACK cHaNNEL,i APPLICABLE , CENTECtMATE. ASTM A-653 GRADE 40 U; LVAM2E0 FASTENED TO STUD 1 t'.?-�•---' --+e lW/ 43a (2)16x1/2'TEK SCREWS ON 143c I! - INif.RIOR&EXIERtOR FACE ; t 7h1READS 0 6 D.C. O 6`0.. ,y ! I BLADE SLACK DETAIL HVF IS ALSO VALID;FOR 43 :: 3 L4 0 ELCO CONSTRUCTION ^w 38 CENTERMATE 21 APPLICATION WITH BLADE1O PRODUCTS FAR—LOK HD Q - 43b 6-x i 1/2'x 0.035'THICK W .:,.•wEs 6• p.G. COMPONENTS 'in.G-60ASTM A-653 GRADE+O � .,JAS,.,•'! Min.L STUDS S AT.STEEL I' -•`••- -.I MS ,TALI HEADER/SILL INSTALLATION —EXISTING FINISH As APPLICABLE SCALE:3/8"= T" METAL S1U0.5 aT 16'O.C. Min. :: (TYP.IOP&BOTTOM) 1 3/4'x 6 1/4'x 0.035`THICK Mi^. - DOM' GALV.STEEL TRACK CHANNEL, EXISTING GLASS ASTM A-653 GRADE 40 Min.C-60 ----..--.�------ GALVANIZED FASTENED TO STUDS 5YMMETRYCAL ! I SYMMETRYGAL ;I I I I I �W/(2)16x1/2'TEK scREws ON I I , I ' 1 1 I - MIN.SEPARATION VARIES 1 43a 43b 430 { ' 1 I ' ! I To GLASS 2' INTERIOR a E RER10R FACE I -CENTERMATES W/_'I CENTERMATE W! I I i i (SEE.SCHEOULE) MDx. ; .EXTERIOR ACCESS SIDE; { I I INTERIOR ACCESS SIDE --- ----------------- --- ------- -- -------------------------- -- -- -------------------_---- ----- -------------- --- ------- s tTTT-) iN {6-Mtn.) EN 4 ---------------------------- – - 24 _ ----_ Al ---------- --- -- - — _ ------------ ----- ---- ----- ---- ------------ - -- -------- --}- - -- --- -- �. - - - -- ---- -- -------- ----- - _ _- -- --- -- =- -------- --- _ __ - 201 yy 2)42 -- 21 } x 2 1il-21 L 1 LOCATED AT 12 L.__W _ _ - .l 'HV HEADER/SI ENDS - - -- -- - --- - - VIE Y 3 (6'Min.) 24 :SIDE CONNECTION TO TRACK 1j, . ,�2 .3 7/4"(Typ:) " - I•-... _7. 6.1/2'MAX.SLACK ##.._.._.�.. {cont.} HYA H,/� BLADE SLACK DETAIL HVF F,�C FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone rTbT 02017 TILTEDO,INC. 40!2017 EASTERN METAL SUPPLY.,INC. C,ETaSClp� BERTHA HVTM Q Accordion Shutter System 1 L EGG► tM c. A H V1 BLADE , W%aR W/O RV. ,MrnaN BLA17E ' American Shutter Systems qrv.N ¢EscRlmaN DATE DRAAN¢@ L.b. TILWT TESTING & ENGINEERING COMPANY Association. Inc. , DLO,15-085 7/27/1 WE: o7/z7/n t 6355 Mo.361h.St ste__69.'ARON.GMDDIS F7Dr"3316 c�•a•iz nF• �- + 4268 Westroads drive 2 DRAWING No ---+tf+++•M - w K Phone:.(305)871 )530..Fme:(305}871-,53t D a NR_0..j.cm West Palm Beach, FL 33407 3 F-4. 17-107 WALTER A.TUTT 3r.P.L. .. q� y FLORIDA UD.t 44167 $HEFT P.E..SE7A1?7 EyDATE 2O OF 20