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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ; Search ,Product Approval ti -- USER:Public User & Product Approval Menu>Product or ADDlication Search>Application List>Application Detail V E zi FL# FL389-R9 Application Type Revision RECEIVED Code Version 2017 Application Status Approved JUL 2 6 2019 Comments Archived ;..j ST. Lucie County, Permitting Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easteetalo 0 kN Fy Technical Representative LE` %-.-f 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 _t 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 12/31/2019 Validated By John Henry Kampmann Jr. `moi Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC DRAWING 17-107 .CERT;F-1CATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC,.INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 Equivalence.of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5 3 Mw... 4/29/2019 Florida Building Code Online Page 2 of 3 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-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 17-108 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN NUTTER SYSTEM$ DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 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/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 t6ertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks nly-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 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, 11 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 QRAWINCp_.17_19(5. RTHA__I�V A�GCLRDION„$NUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0”span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R AE AMERICAN$NUTTER SYSTEMS ASSOC.,INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 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 mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: _atroct https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgvYYHH2vJvx53 Mw... 4/29/2019 a , Florida Building Code Online Page 3 of') Credit Card Safe, https://Roridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mw... 4/29/2019 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (file EDIRON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE 6NSTALLEO AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND,LOADS SHALL BE DMRMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT.EXCEED THE MAXIMUM(A.S.D,)DESIGN PRESSURE RATINGS INDICATED ON SHEETS i i THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1] BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE Rt/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 VIAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOVACY FOR WIND AND LARGE MISSILE IMPACT.LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 .SHEET 4 ATL REPORTS: 1YPICAI.WINDOW BLADE & WINDOW DETAIL -HV BLADE(D 10214.41-03,10715.01-03.11004.01-05, 11214.01-05,10317.02-06.10609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(j)AND HV WINDOW BLADE (1N AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES.1, 2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE, (WHERE APPLICABLE) -HV WINDOW BLADE Q 10505.41-08 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 TPS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE G' AND FIV WINDOW BLADE (9 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(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 1140.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks!TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEI.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER'SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR ' ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 1 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 1 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI 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 Pt/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6, BOLTS TO BE ASTM A-301 GALVANIZED STEEL,OR AJSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE n 12.13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 FIV BLADE Q&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 E14D CONNECTION DETAILS 7-12 &X.WOOD SHEET iB B. THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A,U.S.PATENT 16'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO.EASTERN METAL SUPPLY,INC. AREA w: HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONStBlUTY OF THE CONTRACTOR TO VERIFY THE 50UMIpNE55 OF THE STRUCTURE WHERE SHUTTER i5 TO BE ATTACHED i0 INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT'MND/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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADEl i/ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY V41TH SECTION 1709.9.2 OF THE FLORIDA BUILDING 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. (a)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 P1 D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM, THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTIONSAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a) 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 WALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.Q.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE-SPECIFIC DRAWINGS FOR REVIEW!. (c)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(Non High Vetocity Hurricane Zone .( � ©2017 EASTERN METAL SUPPLY,INC. 1131M�� iFJ•�e� A2017 TILTECO,INC. BERTHA HVTM Accordion Shutter System 1T�HT1 t�r+�� T-1 L 6.�r V.I N c. A'� llf 4/ A N H.V.-BtADE#1 W/OR W/D HIV. VANDOW'&.ADE �11� IDT/ TtLLIT 7ESTINIG & ENGINEERING COMPANY American Shutter Systems ,,;M DESCRIPTION DATE ORAiYN 5Y: L.C. tY' ,' a Association, Inc. I OLD 15-08s 7/27/1 DATE: 07/27/17 ,•. . ,\ 9754 Il.w.3E:h.51.,St,.365,MRGIW WRENS,iLTlii^..A 331b S Phone (365)671-1530.far:(305)871-7531 4268 1Yestroods Drive 2 DRAWING NO �'�� i.){�) W4 a-mal:G9eea0aPl.eam West Palm Beach, FL 33407 a •Y•T•y••�••••'1 1W E9-0006719 ; ��10! Ur3i Ai „\'ts1 wALTEIt A.TWILIT J..P.E. 7YAIL FLORiOA Ua.#44167 3 SHEET P.E. SfiAL�SiGVAYURE/DATE 6 1 of 2t) VARIES 1,491' 61 M Val 7�_ JI 57" ( ...4.999' rte_=» --� 14 kv, '1)iHV SOLID BLADE , -375-, m. T�K V UNIVERSAL .FLOATEROLIAEL7'103� WJ DIRECT MOUNT LAEb FOR USE .V 'e I, QUALIFIED FOR USE W/ HV SLADE HV DI LADE CI LAHV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 606 - BLADE I TEMPER ------------------------- .373 6063-T6 ALLOY AND TEMPER 3126" QUALIFIED a 06 6 .085, "W � .991 1. 000* ih 67 2.22AL-_ 07 I . 2 j 842"1111 a 4.897' _J L 4.436^ 12S_z4' ......... )HV A ADAPTR W IP t.375 0.072" it 0 i .2 QUALIFIED FOR USE W/ C8;HV WALK—OVER TRACK .92 �6 HV ADJ. 0 SLA'DE 0 QUALIFIED FOR USE W/ HV C9;HV TRENCH TRACK 60637TI5 ALIO TEMPER "'— . BLADE(I QUALIFIED FOR USE,W/ HV ( QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARBLADE 1 D TEMPER ONLY, 66 HY RAINGUARD BLADE J) R �116063-Te ALLOY AND TEMPER QUALIFIED FOR UKE W1 HV 6063-T6 ALLOY Xgjj�l VARIES 1.936'' SLADE VARIES 1.936' ALLOY A M 6063-T6 TEMPER Max.1 Z983- r r- 1 093, "A ai R '_083* .1-083 t ro* .060. of nl 0 1670 .0 O -An .060, i'aA) .670 p. 1670. 1686- 2j L q 1 3.574 L__I I L111 V CEILING HEADER HV HEADER/SILL OD3 HI) CEILING HEADER/SIL O'ClArLIFIED FOR USE W/ HV SLADE(DONLY, QUALIFIED FOR USE VV HV BLADE(I)ONLY HO WALL HEADER/SILL 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE(9 SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE Vf/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SLADE0 ONLY. 6063-T6 ALLOY APER A 0 Y I TI -a r x 2- I 2' 21 5*VAX. 1/8" /6 3" 3" .090' 1 1 (08 2* S*MAX.1 0.192-it 0.192" ---------- SIDE ANGLE 0.i 90' 0.190, )STS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES @9 2.5- 7'MAX. 60AL(FIED FOR USE W/ HV BLADE Cl) QUALIFIED FOR; USE Af/ HV BLADE int}, 6063-T6 ALLOY AND TEMPER SLADE1 ONLY. 2" S'MAXJ 0.139. 10.131" 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone: 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. 44, BERTHAHVTIA > Accordion Shutter System '6 A.S.S.A. H.V. BLADE #1 W/OR w/o H.V. WINDOW MADE American Shutter Systems RrVw No OESCRIPTWN DATE ORAVIN Y. L.C. el TILLIT TESTING & ENGINEERING COMPANY eldtion, Inc. 07/2711) GATE! 807/27/17 Z'A 4� Asso I OLE) 15-085 OF 6355 RX U!h.St.St..105.VF�"4t&WDFJNS. - pr,._ (JOV11ti-1530.For:(365)S71L-at`S3I33I6e 4268 Westroods Drive 2 DRAWING No kilt...O.W.. I West Palm Beach, FL 33407 3 .... ..... ES-0006719 WALTER A.TXUT J,P.E. 4 7d FLORIOA Lk� 44167 5 SHEET K-?AE/PATL 6 2 QF 20 p -;K14%, 660' 29' x.576' Ff4'-2D -• _ 745' 2.243 4 FtJR rf.,i0 'TNPEJdIED rME E—Et � —•- I IMREIDE^ S.S.u.3. BlxEO-FF:NTED 1 DIE CAST _. { SAO i {2 tYP•). D 1 1� U E AN£t T-1.I �1', EADKEo PNN tED „_•O.34 of'"n6O 'URN .452' It 1181 i-6RL55 (CHRCV DYEtNCEP •P6,} - �I 4 KEYB(CNROYE (i>iAwc RLATED) i2� H CENTERMATE s I y� Put£D} 2� HV FLOATING N T hpO / °`d1' Li—'zs-•-' i.�,_a �Ipl E� ��K @ HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(& 1 •L5' L ''1 °T v 3.oz3,'„_�,,,_j 7 t 6063-i6 ALLOY'AND TEMPE OUAL'i'IE'0 FOR USE W/ tiV BLADE 1 & ONLY �.� L6„•;z” QUALiFIEO FOR 11SE \N/ H: pUAIIFIEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER C�,D'`} H CORNER CE TER TE BLADE 1 & 8.9'or:LY. sLADE � L owl_Y. T- UU.ALIFIED FOR USE W/ HV BLADE t;ONLY .._250'C.D. j � 2874" 4 6063-76 ALLOY AND TEMPER: '-' ��TIC HEao o. .519 516• 1.7'6' 922'! - MOLDED TO n• �� •m . 1.7, 922!!. 4.045` _32 SCP.E1y GrI 1.753' n '� .360'AFTER RAVING .067, o�I �' - !'_87"'-1 M1 BEFORE RIVETING• � I ya. �;II 1./4" -20 x 3/4" Ff S.S: THUMBSCREW 1/4"0-20 RIVNUTx C�SpL �i.•"o N-n *SEP's�5444t7tFA, aCtiUtx(2024-T3 AILOY)FAi2GE FLANGE THIN i 22" I .- •1 ' 2T-2,.—.� I I SHES't TUREb BY AV06 PLAN " FRONT ELEVATION �� " ff - 1 2- RY TEXTORN,PARSWPEA, Y O a'OR EQUW. 8, HV MALE T LOCK CENTERMATE 4,566- 1 '27) LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEnONLY Cs HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK �� HV ALTERNATIVE LOC 6063-T6 ALLOY AND TEMPER�� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(f)ONLY _ QUALIFIED FOR VSE-W/ HV BLADE(iONLY W/HV BLADE C11•ONLY. BLADE E,I1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' - 3.761 ]— 1.. CYLINDER OR ^i ald•mI a .C63 ..062' c CYLINDER i ,l 67{' : KEY CYOER H x .21a' ! Y �. .•*. �� No �"^-� .54,5' V•'1 •9 �F t7+ • 1.'_-..._ 1„�m h) i. m 0,675'Min. .4 win ) p a HI � 1 .125"Max. HD CENTERMATE W/ NO LOCKI G ROD 31 HD CENTERMATE W/ LOCKING ROD m3 ; � ° �^"1 i � QUALIFIED FOR USE W/ HV SIADE(1�&- QUALIFIED FOR USE W/ HV BLADE&(� i i 6063-T6 ALLOY AND TEMPER I}.HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 'U -� r-. VARIES. 12'MIN. QUALIFIED FOP, USE:Y/ HV'BLADE(1j& 11 ACETR INN-S cOOR 3/0"i-16 ^i .30 6063-76 ALLOY AND TEMPER 1 ,. { _ .EWS. k ) I �^ +1/2' I " ,.,..FTNuMDDEEURRN +.... 1/4'6 2D sS. ;! J _ �^ OR KEY (5EE DE7AM1S 9'"'•T i15• w; _ CYLINDER _i 1,57 MIn, 1.76'htax. LOCK G OD L1 ' CK OUALIF�-•FOR US�BLADE�`1` t ~37 �,3 ) HV j JJ4" S�'—ZO AISi ,.04 6•f RECENT HARDWARE M �5E DOCKS SERIES 23JJ HOOK 60LT.LOCK. 6063-T6,ALLOY AND TEMPER - 36 HV 8"0-1 AC L �5 INSTALLATION WILL REQUIRE A 7/i'" OLE \J THUMBSCREWSERIES S.S. THUM$SCREWS QUALIFIED FOP. USE W/.HV BtADE.t j& Av KILLED AT TRACKS FOR PROPER EDMENT QUALIFIED,FOP. ,jJp DE QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM (L t Accordion Shutter.SystemE C d Nc, ■ ,, a KV. BLADE/�1 Wl OR W/0 RV. WINDOW BLADE TILUT TESTING & ENGINEERING OOMPANY American Shutter Systems CV.N OESCRtPnON DATE DRAWN BY: LC. Associdtion, Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 • tl35s Mlv.36u.st.ste.Jos.WRG.V-GARDENS,FLORDA 3316 4?68 weStFaatfS Drive 2 STATE a� :,,. ; �= ,t Phone:{305}871-1830.Fax:(3DS)871-1531 DRAWING No C? a-m6e:tale aoaa.aem West Palm Beach, FL 33407 3 'cfn' <ORIDA: 4,11 £B-wcs71B 17-107 yt.7 '•_••/•w�•••••`'[,•it i(F WALTER A.TILUT JN.P;E. 4 P.E.+JEI•I� 'U A .JRc%DAIE FLORIDA Ue. 44167 s SHEET 6 3 OF 20 .SHUTTER ASSEMBLY SgC"'H�EDULE FORT---"��" HV Q HV \I/'!' I 3/8"C { i MIN.�{, NCE. 41 4 3 TO ELADE TV 71 'DS2� HV BLADE t .1875'Elrxiel ! A-� -.�\S I NV AN BLADE .0625' srcnox x-x .0625 .0-1 - �l� •HV BLADE f A I; •.'^ HV LONG RECESSED NYLON BUSHING � KNUCKLE .0625""BLADE'S-'�,' i"a OPENiN - I - " Y I{ ;'-^Jz� A n 0.062 T �� 39 HV SHORT RECESSED NYLON BUSHING ( jE r 40 HV NYLON HAT WASHER OR L A "N'• i ! F L^-a �c0-.'� `- XiLwoazn 47 HV WHEEL CARRIAGE AISI 302-303 SERIES i I N 4p'^ 4G i ` ( e X 'o2.67s�D' X I...:.� n� I ......�� 0.870"x3/18" THICK NYLON'WHEEL.'' 43 I �% • I _ r- _ � 2 7/8"MIN. / ;MV 1YINOOVi .i CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS ' SEPARATIONSLA1, (`l HV i'3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR jt Li;— C ENIIGS M_y f 5x3/4^ SECnaNY 7 L-.J +1 = �' I - S O,!CENTERS^gid .7500^ HV 2 3/4" ACCORDION PIN W/ 8 HFJtiO * ----1,1-- -�- f4 '1, J,y%�"o'o yI " ^�1/4"1 ^rrcmea POLYCARBONATE IMPACT RESISTANT HV WINDOW I `;. 1;� I i "W-ENITYPiGAL HV WIND OW BLADE ll AND I POLYCARBONATE HV WINDOW DETAIL. 43 !I! E{$E �q MOTE FOR I j AEgUIREMEMTSj. I V/OR ® I �e POLYCARBONATE IMPACT RESISTANT HV WINDOW I 'BAYER MAKROLON 3103 POLYCARBONATE I I 12'MIN•cL CE RESINS, UV-STABILIZED GRADE OR'SABIC •�t. TO BtAOE 60T TOEQUIREMENTS AT EXTERIOR BLADE KNUCKLE FORM INNOVAT NE PLASTIC LEXAN 103 RESIN By 1 1 V I j Ul 'OR I I F--"��ice{ (SEE NOTE "F" ON SHEET 19). �, s (i) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR' ,BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV& OR �� POLYCARBONATE SOURCES FOR 44 ' EXTERIOR ,PPT HV (tA� BLADE. TYPICAL SHUTTER ASSEMBLY r( N.T.S. /} TYF;GL PROPERTIES STA110 gtal {.ec te,Pav+ra HV PIN CJ OP, 43 AT Rit'ERflKE •"�7 x (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EzTRtoR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 00.324^- BLADE'S KNUCKLE.(SEE NOTE * FOR =SEC o c"^ iSTH 0792 ass 4t' oas3 NJ� BLADE WHEN CORRESPONDING TO INSTALLATION 'Yi", SHEET 7. 0<8- .t L*J REOUIREMENTS) — TEx4LE AEW STRl7lOTN Mw W3 %J.a=.�. 3.x0".1.. TYF,Ii, ti� f rtE%I:Ru.5M1Ri!..TN Ai ttStD A514 OT9a 12.SC0 P.ti. 13.100 P•S.L (3) HV PIN }© OR W/ 1/2" O.D, 1/16" THICK S.S. WASHER 4 h/P S PR1 MaaVU3 ASlb 4790 340.E P+E 3ls,co0 v.. SHALL BE USED FOR DIRECTMOUNT INSTALLATION PER DETA.!! X, s> 3 I. iI SHEET Q I cN 124. w Iw O2s0 19 1-%A1. 17 WHEEL CARRIAGE DETAIL 5 pE 091ST AS1.0235 .T1 S 843 R VM $S N.rs. ASSEMBLY LAYOUT ?a*E Cr euPxmc As u 0405 r,-I fuss C-T990 T s 'SFlF t�mOx TS1N 0ta28 lana'F Rto T _ DLIT1JEa�Na' ASM 4155 '} .(� �'q BLADE T �''` rvdle S1REN4TN dFiFi{-wEA1k "' fSTU 818 4302 pet 89�.t^0,01 vHV BLADE SOLID & IA HV WINDOW BLADE DETAILS' hx=14E SRE588EiaiC FFAFb AC:C, ASPI 039 8161 9884 N.T.S. yfttflfffJFs"1 yw lift Tt! FLORIDA BUILDING CODE(Non Hlyr, Velocity Hurricane Zone, 1 '• f�' E•72017 EASTERN METAL SUPPLY, INC. J� ;S • L.� d2a17„LTE�D.IxE: BERTHA HVTM y r A . ■ Accordion Shutter System 1 L E 4 Y INC. w u ■ H.V. BLADE#1 W/OR W/0 H.V.WNDOW RAM ^ JfC,(hS7� t -AFi2erlitan. Shutter Systems EV:N DESCRIPTION DATE I DRAY84 BY: L.C. CC4 TiLLtT TESTING & ENGINEERING COMPANY ASSOCIOtIOnt Inc. t OLD 15-085 7/27/1 DATE-' 07/27/17 vim., /n �j{ i�4 8155 bw Skf+ 51. 5 7tl3:NRGu:u.G44D'S1S,RW.BfH JSfO . —�I a Ph—,.(305)871 1530.�FRz�:(305)871-15&1 4268 Westroods Drive •2 % ..,•,-,. j DRAWING No S_sIQ[�aL Q"� 111t ` Ee'�COOc°19`om West Palm Beach, FL 33407 s.. 7 /� -i!!/s't WALTER A'TILLIT.Sr.P.E. a I'- 1l7 P.E. SEAL/SIGNATURE/DATE FLORIDA uc.d<4167 6 SHEET OF 20 C211 fZ *NOTES ON HV LOCKS AND CENTERMATES 31 A (5" 1- ONE HV LOCK�&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1. MANDATORY CONDITION 41: Q'5 OR 12-ABOVE OR 13"W -AND �0"IINSTTAL��TICINStA ANY ig2 OF SHUTTER SPA`!FOR SPANS UP TO 105', 0 .2, OR Vit:T T T ELEVATION. HV LOCK�24 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHE f In nrf I N.1 I n I I In 11 In CENTERMATES W/(2) 1-14'0-20. 1/2" LONG FLAT HEAD S.S. M.S, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0-9 -0 At IDESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO 'dl, L 2 6 IAAY.F E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATE'S f-2'3. OR 12 2N HALL BE AS INDICATED ON NOTE(1) ABOVE LOCS10OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OP110MAL CONDI]]QN #2 (VALID ONLY WHE ' TORY CONDMQN 93 2 IS USED W/TWO N.V. LOCKS) LOCKING ROD ARE NOT REQUIRED AT i '_MANCE. LOCKING RODS 3j OR AN ALTERNATIVE DEVICE — &64 HURRICANE POSITION, BUT MAY 4 5 6�,CRCQ, 15J,1�y BE USED IF DESIRED TO ENHANCE ER II ° -4, SHUTTER PERF MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CONDITION 02: ONE W LOCK'1&9, 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. tiv LOCK(5� or-0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO.2-3 CORNER CENTERMATE W/(2) f/4 0-20 * 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S5 AT TOP& BOTTOM SHALL 13E USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NDc-owc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, o Ag, S.E Og & DATORY CONDITION #1 XX W/SYMMETRICAL QFNTFRM&TES is Inn ONE ALTERNATE HV LOCK 2R MAY BE USED IN UEU OF HV LOCK.2,9 or U FOR ANY SPAN AND A�TONS AT ANY ELEVATION. ALTERNATE LOCK 6*6 MAY BE USED AS AWINSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4-01-20.3/4-S.S. THUMBSCREW TO g--OR(ffCENTERMATES SHALL BE MADE W/ 1/443-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONr LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR T%110 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 4113 FOR KEYSTONE MOUNTING INSTALLATlONSo ONE HV LOCK�j or C3 of Qb SHALL BE USED AT 1/2 OF SHUTTER.SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or t�k or.0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.,ATTACHIED'TO @ or SYMMETRICAL CENTERMATES W1 (2) 1/4'-20 A 1/2'LONG FLAT HEAD 85. SEE END_ M.S. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W/3-f N IN C OR dF1 AND BOTTOM IS COMPLETELY MANDATORY. DN"520N �/TOP A O A DETAILS.11 SHEETS 10& 18,TYP.FULL *NOTES ON HV "T" LOCKS AND CENTERMATES' HEIGHT. OF vn� CORNER 1.SECOND ALTERNATE TO MANDATORY CONDITION J1 VALID ONLY FOR w da go CE11TERM&M 0 AND CENTER.1,49TE ONE ALTERNATE HV -T'LOCK 0-d MAY BE INSTALLED IN LIEU OF W LOCKS.2j OR f25 FOR ANY SPAN AND M&ALLAT'ON AT ANY ELEVATION, ALTrRNATE LOCK AY BE USED AS All INSIDE OR OUTSIDE LOCK.ATTACHMENT e VG SHEET OF LOCK d' 0 'ON 1 9, WHICH MUST BE 9 INCLUDES USING REINFORCING LOCKER AS SHOWN SECTION H HEE CONNECTED TO CENTERMATES @ AND 0,W/ 1/4'0-20 x I 1/2" LONG S.S.THREADED BOLT W/7/8"0 .3/312" 6 "log- cljo,�-ID- �/ 1/4-0-20xl'S,S.M S.'INTO A 1/4-Ox 5/8"R UT. n VANGNUT OR V IVN JLOCK MAY BE INSTALLED AT MIDSPAN OR 72ft 1 06--,(2'1 �',-C6 I MAXIMUM ABOVE AND BELOW MIOS�Zl. USE OF TWO LOCKING RODS OjS TOP AND 130TOM IS MANDATORY. (�11 1(81) C191t•41--3i C19•@-115•CA, *NOTES ON HD LOCKS & CENTERMATES: I. HQ_LDCr,,��Z gk CENTERMATES(3-1 OR C3i W/(Ki : ONE ALTERNATE HD LOCK ki4 MAYBE USED IN LIEU OF LO,, 1 - Kv 'KS�2$ ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK iE4 MAY BE:USED TYPICAL (1) HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSID9 LOCK.ATTACHMENT OF NO LOCK( ,TO C3,IS W/3#8 x 318"F.H.S.S.M.S.,AND INCLUDES - REINFORCEMENT INSERT t,3AS SHOWN ON SECTIONS HDS-HVI3'AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS g IS COMPLETELY OPTIONAL. FL RIA BUILDING CODE(Non High Velocity Rurr7icone one, 11, 02017 EASTERN METAL SUPPLY, INC. . ........... 02017 TILTECO,INC. BERTHA HVTM 1 0_Ipi C. Accordion Shutter System 1LIEC A.S.S.A. RV. RADE#11,W1 OR W/O H.V. VANDOW MADE American-Shutter Syste REV.N, DESCRIPTION DATE DRAWN BY. LC� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. ms I OLD 15�085 07/27/17 DATE, 07/27/17 'r 055 N.K.16..St..71.153 VltOINIA 000VIS,FLCAO.4 3316C 0. Pf— (-1051871-1530 F..:(305)871-1531 4268 Westroads Drive 2 — —DRAWING No ... ... 'h Ot...O.W.. West Palm ElsaO, FL 33407 3 E9-0006719 17-107 WAL. ZONALO r," R Aw_AJUT Jr.P.E. `-1:7 FLORIDA Uc.f 44167 5 SHEET P.E. SEAL",S1GVVU"R'E/DATE 6 5 OF 20 !-CONCRETE ANCHORS POURED CONCRETE -- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK( POURED- REQUIRED i/4'0-20x3/4'S,S. CONCRETE CONCRETE-- SHEET iS) .- REOUIREO !. REQUIRED � CONCRETE ANCHORS MACHINE 1 HE SCREWS CONCRETE ANCHORS j 17 18 5 ATORE(SEI ecuxne:O�Ox Ss+tEt 7} (•� ' 5NEET573 SCHEDULE ON NUTS/9+720 O.C,. .. j QCT E B ' �! -(SEE SCHEDULE ON SHEET 13) 1 ^: / ,'fr + i _/ ) I ¢,L`IiI�,_...,.•)i;•I,r/irr/rI r. r1�fr 2L''/trart,I/F+/`I':str9Et,RP.tr.AAaWl-EBIITIX�w�i-�iI-#f�1i"I�({F"jI {1I 2_CR�' sj^Jo'+OA1Rox-tlA♦Iv!;/E%r.T;I!"T-f/,•IYs'r O5iE'j..-L"2I'.'/?i Far 1.r�Ttl•i�'v 1 )EO-I!^i'�'II+!I�a-i tk4J(MEiOnI�.-� _ /4'0-20.3/4* :'I!iIm +rt-Ia'20_x-3 /4'S ING US1/4"- 0 N�U.TS4O ACHR:E SCREWS r.__�_.��'_•, .___19'SCLAS_S) -_EO _EO -i1i.' 1EI O V` _ 2112'O.C. 13 OR - !� 3 ^ A .250•Max,;I OPTIONAL -OPTtONAL EXISTING . (SEE SCHEDULE ONMm.SEPARATION ID HEET 11 EXISTING GLASS MIN.SEPARATION TO GLASS1GLAS -(SEE SCHEDULE ON SHEET EXISG OC HV WALL HEADER INSTALLATION AHV WALL HEADER INSTALLATION B) HV WALL HEADER INSTAL TION + KEYSTONE r- � O 15 -M25c0z.' , 1 � , EXISTING MHN.SEPARATION TO GLASS �Tt GLASS--! - SCpMAMH '7 � i �' --(SEE SCHEDULE ON SHEET 11) L� 1 I t OR its 1� 1 »-•-----� Ex15T!NcJ _ a(SrT +t 1 .,� L_ L!rtd.SEPARATION 70 GLASS CLASS ;' III- it TtR i%TDE'djlt8l i�; �It I+ r (SEE SCHEDULE ON SHEET t t) , S j /r �--OPTION& 3 tarots Ote TyAv r` EX�£A55-- 1/4'Mox. i E.0.4 �•.�-L..L"" r+ Max. i:/ V,r OPTIONAL 1.3 na 15 I +E.O• r E.6. E EOd I-✓' ,i° I .S^ .1/27, ..//_ C .SSSS -13 OR f7!�; fir, '+ /� r 1 27GR LL _ P'4'c-20x3/4'S.S. ,/,// f r 1 i "M;n. 71,..C..E EO EQ•- H!LUPS TRUSS HEAD \r r 1f4"a-20x3/4'5,5.PHILLIPS ° MACHINE SCREWS USING ,...„.'�....f a!_._.1'...._ CONCRETE ANCHORS __7�SS HEAD MACHINE SCREWS ' + - SEE SCHEDULE ON-_CONCRETE ANCHG ' - �1J1' 1fS'-2G NUTS f5 12'U.C: ( %V 1/4"�-20 NUTS 19 12"O.C, I/ Mu,, P4URE0 CONCRETE-] SHEET t3(SEE SCHEDULE GN$MEET 13) ; .i QR CONCRETE CLOCK POURED CONC _t `i_.-- ..:ce.f.,.-.1 ANCHORS REQUIRED OR CONCR^ BLOCK •• WALL R IREO �} HV WALL SILL INSTALLATION (SEE SCHEDULE ON (E)HV WALL SILL INSTALLATION P URED CONCRETE SHEET SHEET 14) R CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION N07. FOR• NA ,F SECT+TIN=: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR Mtl • E.0.-EDGE DISTANCE ♦ SEE U1d1TAIMIJS OF USE FOR _ �1 ASSEMBLY °1� HV BLADE. 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ BLADE A Oh SHEET 19 \ IN ANY WAY TO SUR ANY MSTALLATlOtt. 0% tiT' Ql A" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO.INC. 02b17 EASTERN METAL SUPPLY, INC. BERTHA HVTM a ,ASSA I LTM C 0 i N - Accordion Shutter System .N.v. eLAL>E#t w/OR w/o H.v.1h1NIX)N�E TILUT TESTING.&,ENGINEERING COMPANY American Shutter•Systems N.N atSCRIPTION DAT[ ORA1%i HY: t_C. �y 4� Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 LORID� IL 6355 N.1B.:8;x.SI..71 SOA.wB Fe. 0.305)8 1-153LOROA]]18 4268 Westroods Drive 2 } n -i-- Pnone;(305)871-1530.Fai:(305)8]1-1537 DRAWING No -Ta li7 a-mcB: TILU0006719 m West Palm Beach, FL 33407 3 j7-107 Ee TILU 78 WALTER A. T Sr.P.E. 4 rL6R10A Lic.N 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 OF 20 �........_ POURED CONCRETE ANCHORS 1,Ay,StPARAtgv Y � I I r '— I1=1%71 I�..---•-11 OR tl t I 1 , 011 CONCRETE _ (SEE SCHEDULE ON SHEET 13) I 1 IXA=s(SEE ,. Z..( � j °PJTo c� r REQUIRED 1 -;S.1i r s p'DAw `I '.j EXISTING + I i' r EDGE OF' (SEE S:T+D)U,F /] /� '•"•.�- __./ 5L48 li j b+5F5Ef 19 Fbi = MJ4ro FCUM 51x1., I '� ; SWCEt II) E ,11 *'- tPFUCA9lE EXISTING GLASS TERNATE + _' EXISTING , " ED ED- / !/ f �At CHOR f I x LO ATtON GLASS I , r HEX WASHE FAD i i i' �'` ,%/ f j j GR 13 Oa i 5 i i `1 /( t f_�40,, /• rI 3j8` TEK SCREWS Q 12"O.C. , `/J SDIF O"Aa/spun. _CONCRETE ANCHORS APPLICABLE(SEE SCHEDULE N BE3) 0 ! I I, INN EDGE OF EXISTING f StAE 1F EDGE CF--t / / �r / / / .'f / f CLAS$-'--' I I SLAB IF i / / / 1/2 // , EDGE tlF /f �s,• r/ /'.'; :�/. A PUGABLE ' APPLICABLE / r// L./ ! s/ ! '$LA6!F 4....' ..?...,„,,;...c. .......... f a.As(� / r /_f / / /j �!y_f /� APPLICABLE POURED /� LL��.�� „� - POUREU FLAT HEAD CONCRETE ANCHORS '.J]EIXLE b,DEFT q 'r�/ / // CONCRETE._ / -"'E. D. CONCRETE. SEE SCHEDULE ON SHEET 14), FOR .!J n � POURED- F / /,` i .� I,.' ,''�.r�,,y-/ rcE0U7RED ( ) "!L'u( T4tg uzi �__---(ffj��1 OR @*CONCRETE t REQUIRED LFLAT HEAD CONCRETE ANCHORS OLMOEO&IQA I.�:L / REQUIRED I--- Y I•""-•••E.D. (SEE SCHEDULE ON SHEET I4) /� :::LLL 1t1J TRENCH INSTALLATION ALID ONLY FOR UP.TO +70, -75 PSF A.S.D., QB1 HV FLOOR INSTALLATION t J HV WALK'—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER CG) HV CEILING INSTALLATION SCHEDULE pa, SHEET 11 EXISTING ._4._..� - uttxlPuu*4Ar GaNCRETE ANCHORS GhSs- ,--—, —(SLE DMES—"^-` t - FJ.bwxS rl (SEE SCH}PULE ON/; f(40 1TVf BND:.4.XTA,;,Or.J WSySHEET i5 ' RF.AD,EXISi1fiG--1 t EXISTING ... �t,CIR:0.0Gr OR 1 t'0 Pp'ry4R5 7 yIEXISTING�! ' , GLASS ,. I GLASS-; 1 _-:t FASLU.SRS LIFFER}MICHORS W/ /GLA$$ I L i(SEF SFiE9NL Cy xwFAT 1,) 1 0000.._.i T --i(sii.s i3Ar "s'crtG`"/ss) �-+ .1 oC.MR Up"T'0 6'-0'SPAN AND IITT ' <•O.C.FOR 5FNLS LARGER 7401 t t i �3 ( 4PTO E'..O'WX. FPLY AevE7,Y rt Ha "'a, 10.* ) aSHEtR x p E%O'�`/ j y STT,1 roR inArAtta: !\§"I 31�ti VAX. !` I I .. -/ I I I t f . r 1 : CONT.SEALANI-.""- „ i MUL ' -TEN_CRETA" 6 12`O.C. L 114x3/4"SCREWS HEX HEAD_.) 1✓! )-L '-,^ f I j3/b ;/ j� + _I I,.-. L f 1• J// /�\ 1/4'e-2O.Sl�SS!K TEK SCREWS 59 S'D.C. i ! $.4x3/4'S.D.S. _J i if� IV, �J/� �USNG If/.'e-¢p NU1S OR 1/4-0-20 S.S.6L5. CONCRETE A14CHOR5 r'' --_-`- t'�'� 3� f'�6 9"O.C. � �- C-w� f I tl4 l.r' F., / "r. W/NUT Q B;O.C. SHEET CQ�OULE ON n Alax, �, U• < �, d 17`O.C. ,._-T- '__-_-� .. 7 ! ••r� t�I OR I$ I I Si 4 / / I J I '� 3i \�CISTRIG KON STRUCTURk ..! t, 1 / ,( / ♦ / I 1/2__Y1•� ' 2.00*fdlN. WALL TRIM(DECORATWE EDGE,, :�/ J.. / / i '-SLAB CF { .' ��(74x3/4'F.H.S.D.S. i 611N. D SILL) f / ///. / ! \ 1111 E f� f % f ✓' r" APPLICABLE`....7L.!,0000!_`.. j \ O.C. I -POURED cb+cgE7E -CONCRETE.ANCHORS SEE NOTE 13r0} '-�-" `sL� . "-ReaUseEO 0 r/ .f POURED CONCR£!E t { SE SEE SCHEDULE ON'' ON SHEET 1 POURED COfJCREtE'� O) SHEET 13{5) OR CONCRETE BLOCK SHEET 14) �f'OR � �__ l.._._....___..„__...___,....-..__......._r REQUIRED RECUIFiEDRETE BLOCK ,. OPTIONAL- POURED f ,._.\ MST`O,N ELSMOUNTIINGI PRESSURE: B INSTALLATION CONCRETE_ C) HV WALL FLOOR INSTALLATION CL) HV WALL WALK—OVER INSTALLATION MAXIMUM SHUTTER SPAN a'-p1. - ftEQU1REQ " ( HV RAINGUARD INSTALLATION t noiE �jg FOR COM@INATION gF�5EC1I N5: A P• t ORSENTRAN ENTRANCE SHALL DC ��6E 1A+ON E.O. =EDGE DISTANCE ADJACENT WHEN OPERABLE E I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR EN NANO .AN OPERABLE EXT SEE L A)`TATLONSM ET.19 f0R ASSEMBLY (( INSl'ALLATIQ.N DETAILS 1N,/ HV BLADE 2-MOUNTING SEC71ONS CIN BE COMBINED � s IN ANY WAY TO SUIT ANY INSTALLATION. ISTItt 'v A. p! -:. FLORIDA BUILDING CODE(.Non High, Velocity HUrricone Zone 313,S��.�.......... •. 0,2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. a '•' 441 ? - -------IrI� BERTHA HVTM * , E1 A. ■ ■A■ Accordion Shutter System a ALV. RAM#1 W/OR W/o KV.WINDOW BLADE -p S } - American Shutter Systems EV.N DESCRIPTION DATE DATE DRAWN BY, LC. !3 �( TILLIT TESTING'& ENGINEERING.COMPANY Association, Inc. r DLO 15-085 7/27/1+ QATE: 07/27 17 v_ 33t- 8]55 11 281(0 5)Sle.2540 t1RprtA G4RDEN5. -153 JST6 ( Pb (:.05)871-7530.Fax:(305)871-1534 t Pal W Beach, Drive '2 DRAWING No a-maa: 00067aateam West Palm Beach, FL 3340'7 3 J�N4Lea� 4 EO-00087.9 4 17-107 WALTER',%.Tnur:ar.P.E. SHEET FLORIDA Lia.j 44187 5 P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL ION Q AILS ON SEE NOTES ON LOCKING RODS D HY LOCKS(B or IN —E%ISTINGGLASS INSTALLATIONS W Z (M-HV V AND ALTERNATE tN LOCK 0 0,4 slimSS. OUT gll ** B.-AOE SLICK DETAIL HMF IS VAUD FOR ALL fi BLADE W HV CENTERMATES CENTERMATES APPLICATION 0111 BLADE( &II(g)- o .,3 aP (21 0 R 10 5 1 13-1 1 - EXISTING GLASS SEE END WALL CONNECTION a ©`© � DETAILS ON SHEETS 10 & 1B ao aooa 1 1 +tic i,$O.v Q+®OiB + 7 CR ......._.._.� ..._._-.._......_-..._-_._ _-.._ __.__._ 7- 6 1/2` 7' z'z7'xTj6',o-2 / I & •®�,8•Qoa 14•t 1 ? „„_, 3'T je” I t6o63-T6 ALLOY)ALUMI. OPPOSING I SYMMETRYCAL I ANGLE Yl/(2) 114'0 TAPCON i 1/2. on a2•® f ! , ATIc 1ORs TO coNCRErE p t CENTERMATES S CENTERMATEESS (TOP/Borrow)& t # I } MIN. SEPARATION I (r10x3/4"S.M.S.^� 12" I (a)dlc,cr/r s.M.s.TO 7 BE 7 ! -O.C.FULL LEMOHT. , W -HV LOCK 4 or 5 ? W/ Hy LOCK to or 2('^5` TO GLASS ; AT EACH A7,'GLE.tTv.Pj I fj' t * I I (SEE SCHEDULE I IN l ti �i� ( ON SHEET iT} t @1 3 -� I E i 4 r @G `'J t I a 32x, 1},' '� , C Il%f 04�OP •��dL4d)Q •Q� •-� - -_ �',�-__ me-(`j Ti V�Ti{� Qt �f 1D-•Q�17•Q°^�`�� HVA �..J ' - HVB •/O HVC ,—PODREo carxREZE OR EX1611NG GLASS [ r • �,-�, 75 i CONCRETE LTLOJC WALL 8 •�j �'Jca© 70• ,8 , / \ ce R EXISTING; 5' ,'8 a4+ • 8� $ aA��\ �....__._....__r..r�a._. � ©`© Q �^'4Q t • • EOU EO -a Q Q a 0 I SYMMETRICAL s ;Q ��=�_a i8�4__�. ! M I N LAM. SEPARATKlN y GLASS $ �$cs 1.9*a3 04 13•Q I t EXIST114 �- TO GLASS CENTERMATES Ell © © © 4 �.© , ! t G�� } , 8 c4 1 * 8 uR 8 7 ua GLASS } W/ HV LOCK 66 OPTIONAL OPTSq,YAt (SEE SCHEDULE , 1 ca r( '-- {INTERIOR} i ®t I�8 ®�1�3 05 19'�5 ON SHEET 1 i} MiN.SEPARATIOM1l © �✓ ._. o" -- 7 / { i0 GLASS !!,,�� (r ! .'fl' (SEE SCHEDULE 1 (IY OPTIONAL CI i --- ' ON SHEET 11) (INTERIOR) ; •T .. + 0�i __ - I /� '--CONCRETE' ? /� - _- , /'" -0- 3_i 'AN El O.0 cl .''"• —;- —-- -- 35 3 I yrs �n�• o U T 6 1/2-MAX.SLACK 1 * (EXTERIOR) H V E H V F** HV D �,I'!'Ff r�t'4 dr�''�• FLORIDA BUIL DICODE(Non High Velocity Nur6Gone Zone .•'• f v.�- 02017•DLTECO,INC - m 2017 EASTERN METAL SUPPLY, INC. is '' BERTHA HVTM t 11.1 IE C O ,� , ■' ■ ■ Accordion Shutter System N V. BLADE#1 W/OR W/0 N.V. WINDOW MADE >XI'6'tJi`� i TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EM.N DESCRIPTION Dent Ditrwv 6r, Lc. % 'y6NAssoclation, Inc. 1 OLD 15-085 7/27/17 DATE: 07/27/17 •'.• •L1 6356 N.W.3 .St-Sle.366.NRG"K4t"R0°N%FMVA 3718 Fharu:(305)671-1530.Fax:(365)87;-1531 4M Wes{roads Drive 2 DRAWING No moEBNOW6l4cQtcori + West Palm Beach, FL 33407 3 17-107 4' `^'!''AAi1'tlllll et WALTER A, ILUT Jr.P.E. -- FLORAA Uc:9 44167 'S 'SHEET P,E. SEAL/SIGitATURE/DATE 6 8 OF 20 M ALTERNATE INSTALLATION W/HV 'IT" LOCK 66. HV MALE/FEMALE 'IT" LOCKS CENTERMATES T(24 & LOCKERS a�1_.W/M HV BLADE SEE END CONNEOON DETAILS ON SHEETS 10 & 18 INSTALLATION In HV BLADE V UTUISTNC CIS$ T W-1 'ME'0 SL4CX DCTNL HVF. WZ HD UNTERMATES -3 6 AS WEU AS UNIVM!L INDICATED CATED ON THIS SHEET.�Ay BE USED WN*IS ALTERNAT4 @ MLATIO�DET4L�S�.O%V IN Mtq SHEET. CONNECTION 3•, DETAILS ON SHEETS 10 do 18 &o 10 35* -35 4 . (OPTIONAL) 4 mol) --------------- TO��A AT EACH ANCLE.MP) O.C.FULL LENWI. 1- (4)Hx. QN (A) Q5 /VHV "T" ,y.. PINS"(Ty LOCK (INSIDE) PINS(Typ.) A k Aw It-2 8 "Ile @1 32 OUT 114" 0-20 x 1 1/2" S.S.M,S. SEE NOTE 5 FOR W LCrK@, 2 (OprGma) ,r LOCK.0.S14ECI 5. &Z /ZW/ 7/8"0 x 3/32" WINGNUT: HDB-HVB OUT HDC-HVC HV "T" LOCK (OUTSIDE) CAL HO CENTERMATES SYMMETRICAL HD CE�LTERMATES W1 (9! LOCK-(LNIEBIOBI t SERIES 9—ALL-muu HVG* LOCK (EXIERL QRJ (2024-T3 AWY)WOE FLA"Ge V11" (9.(D.0-@-@-0- SHEET NUTSERT,PAR'j VELD. AS VANUFACTURE0 By AVVEL CliER.Y YEXIOAN,PARSIMCW, NEW JERSEe 07054 OR SOUK. &0•@_@-0.0- —D rO.R AL aN7,04—S WITH ELIDE(D jj�HV FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: ......6 i 02017 TILTECO.INC. 0 2017 EASTERN &IETAL SUPPLY, INC. \A BERTHA HVTM Accordion Shutter System —co ,,. A,S,S.A. -MADE#1 W/OR W/P KV.WINDOW RADE < FiL E KV. 53 American Shutter Systems qtV*Ne DESCRIPTION OAT[ CUM BY: Lr_ TILUT TESTING & ENGINEERING COMPANY Inc. I OLD 15-085 a7/27/17 CAM 07/27/17 .355 N.W.36th.S11 SI..305.-w.GimDENS.FLOROA MISI Association, 0. 1 IN Drive IV Ph— (305)877-I53O.fe.:(305)871-1531 4268 Westroads 2 V, ;I:VU-0-c- West Palm Beach, FL 33407 3 —DRAWING No _�ON�L• Ea-CO05719 17-107 M A"n UT Jr,F.E. RSEAL/SIGNATURE/DATE DA U..1 44167 5 SHEET E rLOpj 6 9 OF 20 �.._. RED :. POURED CONCRETE OR i "P UR CONCRETE _ - ORJCCNCREfE RETE ORULONLRET£rtETE CONCRETE BLOCK WALL 'v' R CONCRETE ._....,._ _ _._. __�. ....-.__.._.-_....„___ .,..__........_ - y,r BLOCK WALL REOL+REO ` --� - LOCK t9ALL REQUIRE 1 B D REOUIREDr i BLOCK WALL REOutRED %„..-„ / ,f f /'t. EXISTING GLASS ! -'-EXISTING Gt1S5 r- / __ /� - ✓ / - EXISTING GLASS i, CONCRETE ANCHOR'-.; EXi5iiNC CLASS +/� , - i -j' 2'M41tJ.,' �.,. '1 r .j...... ( •,';� // MI'L SEPARSlt d - -2 MIN.. ✓l. .--.. 1) 2”MIN.r-'- -7 t TO GLASS(SEE •�''i r /'', ✓ tr:N,SEPARATION { li i- .Iii / M.N.SEPAPATION f ,, / SCHEDULE ON S:EE1 To P {T ;t }.N.SEPAL llopd ' -EO EO TO GLASS{SEE ' 11,FOR PLACE iDAND /' �/- I' ,r' TO GLASS(SEE s "It SCHEDULE ON SHEET 1116'43'MAX. ON-SHEET 14 rOR i S..tEIXnE ` _ �t I SCHEOiRE ON SHEET I t FOR SLADE 0AND (6063-T6)CONT. " BLADES lQdt(11y r t!FOic BLalk".QA�D T I FOR ELAUS 0AN; (LOCATE AT - ;GN Sim 19 FOR 'ALUM.CLOSER } �� 1 - 'f ON SttFf.T 19 FtYt i/2." PLATE. (LOCATE 1/2,- I Bu.6ES Ui k Ga OV SHEET 14 FfhT EITHER SIDE ! AT EITHER SIDE MIN)>� �.� .-� BIAC£S D&O O) ! l OF 5 ? OF a('J} I 21*MIN. a 4.USE I"OR 2"MAX. ( ' �_...1 10x1/2'S.tt,S. {AS aPPUCABLE)x2 x1 f8"a0'-2" ' - 110:1/2"S.M,S_/ _,„___r C 16'D.C. I -- - ALUMINUM CUP ANGLE 1' x" 0 16"O.C. _ [[f� --- - �//q'��y (6063-T5 ALLOY)AT MIOHELGHT,- r 'I, i1 q t,.% (1) q"501/2'S.M.S.TO®&- t/� - /� •-� �- J\'J- .(2)t/4-m TAPCONS ANCHORS TO t t y}-•-• j;- SEE OETAIl% FOR-/ ! _ 'NALL AT 1'O.C. (LOCATE AT 1 SIDE CONN CTIOtt ) OR EITHER SIDE Of 4Q} Q OR @� ; O OR • SEE DETAIL'%FOR- DNo. i 10 TRACKS SIDE CONNECTION 1 , ®?'©• 7O«8�«10•�« SEE DETAIL X FO 4 ) 6 t0 7« «6•©7«8«20•�3« O TRACKS « «b- 7.«8 f0•®•* ca, ,�a SIDE CONNECTION «O'DA® .•Q« 10•�®°'Q•�«©•�« -10. 6a 3« lo.•�«©'¢.J'&0- TO TRa.CKS 10' @_0.0 ENO CONNECTION• DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAiLf END CONNECTION DETAIL 2Q O C> A REOUIREO ONLY FOR SPANS GREATER SMAN 12'-0' POURED CONCRETE OR EXISTING GLASS EOU REO BLOCK WALL % GLASS \J I-N SEPARAVICN p1O+1/2 S.M.S'r I i - V To-a Ass(`-EE l Q 16-D.C. \, MIN.SE.?ARATIU7 Yi '�'— __--___-- SCI EdJLE Otl SHEET i ✓ \ TO GIA (SEE '_'� y 6 OR g OR OR 1/FOR BADE Dot() CGNCf2ETE 1/2-MIN- iSCHEDUi.EE ON Q D 1\t�OR�OR�OR@ ON SHEV 19 FOR ANCHOR® 4 ANCHOR BLADES(j)& 12.O.C. �, ✓} ` BLADESN SHEET 0&(9 FOR 4, _____ COnCRETEG. i i I i. _� ORO 16". "MIN. / ,jl D.C. �' i �___t' 1/2'MIM. ...,-.t• j/, I, E.LQ1 • �{Q.)OR SQOROOR f i✓2'tlltd, - 2"MIN.; � �► SEE UMITAT10 is OF USE FOR ••✓ BLADE to ON SHEET IB OR t 34R(qOR(5OR@ ViEW Y 5 O'OR PLAN - 4 0000k7« DD Tom— AIL +-POURED CONCRETE OR 6 7«8`x10• 10,9 :ENI./ INSTALLATION .. LoaILREr£BtocK–v7a1, 10•®«©,�„�,©« 6 �«Q�®"®�« REQUIRED \ �-C?U•© O O �« 1 HV BLADE OR FIV WINDOW BLADE. INTO CONCRETE OR CONCRETE .BLOCK WALL. ND CONNECTION DETAIL. 5 a, 9. 1 • :x «� �'� «tom rNEC ION DETAIL® «Q•Q FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone' /t/+ 020"7 TILTECO.INC. LQ 2017 EASTERN-METAL SUPPLY,INC. BERTHA HVTM 3. � $ f 5L Accordion. Shutter-System �:6 , ■ ■ sA■ KV. BADE#1 W/'OR W/O H.v'MANDUN MADE " 12 American Shutter.S stems ". TILL] TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION OATi ORAWN V. L.C. 'l'�f• a :Assacicilon, Inc. t OLD 15-0e5 7/27/1 DATE: oTf27/17 •/ f y� 6355 NST.36tH:St, Ste.306„i6RAv.1A CMDENS.R0.i4t 3316 : .,, t Fnone (30S)871-1$30.Fcx:(3`15)871-1531 - 42&S Westroads Drive 2 DRAWING No _-,",/'0N /{} � 'c-0!Vteee0eo!.com West Palm Beach, FL 33407 3 `•xrvTOtl6 y+�I�t1 - WALTER A�LLA at.P.E. 17-107 4 ��rrirrr' FLORIDA•U6.4'44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 of 20 SCHEDULE #1 5qUELU_LE_#2 SCHEDULE3 MAXIMUM SHUTTER SPAN* "L+" OR l-" MAXIMUM SHUTTER SPAN* "L+" mAximum SHUTTER SPAN*-L+" (ft.). FOR INSTAL LATIONS W/ OR, %-_ (ft.) FOR OR "L-" (ft.) INSTALLATIO14S NOTES: CENTERMATM 0, &@ or or or 114STALLATIONS W/ W, SYMMETRICAL CENTEEMATES CONCRETE WOOD-ice (1) 1.+! MAXIMUM ALLOWABLE SPAN FOR A GIVEN V,'/ 014E H.V. LOCK U or 0 or - MI AV, W & P W1 ONE HV LOCKS MANSORY POSITIVE kS.O. DES:GN PRESSURE RATING. HD LOCK (8)IN/ NO LOCKING RODS or ONE H 0 _Ul or - 0 V, LffiOCK �),6 @ 2� WALL A. B. C. D. E. M, N, 0. P, o. L- MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE W/ 0 LOCKIG RODS "OR W/ NO LOCKING A.S.D. DESIGN PRESSURE RATING. CENTERI,l;Al@ 28@ 29 W1 ONE ODS(a MOUNTING F. K & L R, S. & V� TC-T- LOCK 30 W/TWO LONG (SEE NOTES t,tt) (VALIO FOR MOUNTING IQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM IIISEE SHEET 7) FLOOR/CEILING G, H, 1. 11, j T. U, W & X WALL MOUNTINGS OP BOTTOM OR TLOOR/CEILINGz COTJ2TE�Imod INSTI.LLAnONS CONCRETE&WOOD �,Ku Kww.. NS 0 vwpiuu CONCRETE MOUNTING M I.S.Z.DESIa SA DETO INSTALLAn �.S.m DESIG. INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, IIRZ5St1Rc %VALL MOUNTING FI.00R/CEILINC PRESSURE %IALL MOUNTING PRns"RE DETERMINE MAXIMUM SPAN *L+-FROM SCHEDULE. MOUNTINGxAnNO lk FLOOR/CEIUNG JO'JIITI" GIVEN A NEGATIVE A.S.0, DESIGN PRESSURE RATING, FLOOR/COLITIO MOUNTING OR % I.OR�) (.OR _aOORAIAM.MOUNTING DETERMINE MAXIMUM SPAN FROM SCHEDULE. It (ft) L-(ft) L 4 (ft) I-(ft) I I-(II) O M XIMV?.I SHUTTER SPAN L+"OR "L-" FOR 30 OR LESS iii-o" is'-o' 16'-0" 16'-0' 30 16'-0' I6,_0_ 30 16'-0' 16-0- INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINIAL MAXIMUM ALLOWABLE SPAN Is EQUAL TO THE 105 psf.A.S.D, DESIGN PRESSURE RATING, MINIMUM DETERMINED SPAN BETWEEN 1.+"AND 0' l/vINO" 0 35 14'-10" 14'-10" 35 15'-2' 16,-to- 1401 ,I�E —13,-10" 40 14"-2' 15'-2' 1.3'-lb" a I Y-jo' F 14'- 13'-10' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR '-r 'rs-I, Z�?--4 Ir-Y 45 13,-1" 13,-1" 45 i3`-4" 14'-3* t HV CORNER CENTERMATE 93 MAY BE COMBINATIONS 1.4 BETWEEN WALL MOUNTINGS s (22-0 — -_ USED AT ALL W/FLOOR/CEIUNIG MIOUNTNES: 50 12'-S' 12'-5- 12'-B* IY-7' so 121-5, 127-7 50 12*-3- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 1V-10" 1.11-10* IV-]" 75-1-11. 55 11'-10" IV-101 55 11'-1" 1 V-tl SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 1 11' 4* 11-7' 12*-4" 60 60 10*-2' to'-I I' NOTE #5.SHEET 5. RATING: DETERMINE. 65 1070" 11*-1" 11`-71" 65 10'-10" lo'-1o" 65 io'-I* 70 70,-6" ft lo,-6- 10*-9* II'_5' 70 lo'- - io*-e' 70 8,-9- 9-4. L7+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1. lo'-I" 10'-4' 11.1-1 75 to'-I" 75 tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 91-io, 9'-101 lo'-O` lo'-9. 60 9'-10- W-10, SPAN "L."OR'L-'AND MAXIMUM AS.D.DFSING FOR A GIVEN NEGATIVE A,S.D� DESIGN PRESSURE 85 9,-6" i)'-6- 9'-9' 10'-5' as 9'-6' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: go W-5, IV-I" 90 W-3. W-Y OR CONCRETE BLOCK SHALL.BE LIMITED AS FOLLOWS: DETERMINE: ............ I- CONNECTIONS TO KEYSTONE MOUNTING L- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. S, 9'-2" 9fl� 95 -0. 81-9, LIMITED TO +64-72 ..S.f. AND W-O" SPAM, SEE MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-4* W-W 9,-7- 100 W-9. 8!-4' L2 MOUNTING(g)ON SHEET 7. INSTALLATIONS. 105 8'-7. 7'-Ill 81-9" W-4- Los W-7- 7,-1 I" 110 W-4. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 7'-3' 8,-4. W-11- its 7*-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+', 'L2+*, "Li-'AND 120 W-1 1* 8'-2- 8'-!?- 120 W-0. 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM .12511-0" 8,-5" 125 7'-Io" S.-B. ALLOWABLE SPAN AND NErATWE A.S.D. DESIGN 130 7,-8 . 6'-5" 7'-10" S.-F130 7'-8' 6*-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" W-2. 7'-9- 71-g. 135 1'-7- 6'-2* WIND ZONE MINIMUM SPACING, 140 7'-5- 5'-11" 7'-7- 7-�6- 140 7--l' 5,-11" ASTM E-1996 SEPARATION 145 7*-3' 1. -9. 7'-S" 7'_3. 145 7`-3- TO GLASS 150 7'-2' T 5'-7' 7'-4'T-0-0 ISO 7'-2' 5--7- 155 7'-0' 5'-5* 7'-2' 6'-9' 155 7'-o' 5'-5* 1 THRU '3 7, 160 61 6'-7- 160 6,-I1* 5'-2' 165 6--10, V-1, 7*-0- 165 6'-to- 5'-1* 170 6'-9' 4'-I1" 6'-11* V-2- 170 W-9, 4'-11" 175 4*-9- C-9 W-D 175 W-7- 4`-9"........ .-g. HV BLADE _T:*:_lo_ 876-- 4'-8" _8" 185 6-5 IT 185 6-5, 4'-6- 1 P*-7' 5* 4*-6' 190 6'-4" _4'-5'4-5' 6-6 S_6" 190 11-4. 4!-5' 5._3. 1954'-3"�6-555, 195 -1. 4*-3* 00 C-2 4'-2' W-4, 2- 4'-2" .200 - 205 'T. 6=-I- 4-1- V-3, 5- 265 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' % 02017 TILTECO,INC. 01017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System _7MUE�;O N�, � A.SS,A. RV. BLADE#1 W1 OR W/O Kil.IMNDON BLADE American Shutter SystemsRCv.N� otsopli'llot, DATE DRAWN BY.,ULMY./L.G. TILLTT TESTING & ENGINEERING COMPANY Association, Inc. /27/1; DATE: 07/27^7 6355 N.W. Sb."S.VRGINA WDERS.FLORO&W16f 4268 Westroods Drive 2 OLD 15-085 )7 PI.- (305)871-1530.F-:(305)871-1531 DRAWING No —.4:0t0ac.!.,xIPI West Palm Beach3 , FL 33407 17--1 k Ott 4 17-107 At. ES-COO79 ER A,-.IUJ6T1Jr.P.C. P.E. S KT16RE/DATE rLORIDA Lic.1 44167 SHEET 11 OF 20 MAXIMUM ANCHOR* SPACING~ (in.) SCHEDULE FOR A GIVEN MM. SHUTTER SPAN. ASD. DESIGN NEGATIVE PRESSURE RATIN• AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR-CONCRETE ANCHORS SpACijlG LEGEND STALLAIONS POURED CONCRETE SEE NouNm+cs A B,L.D JwD' ON 5NEE7 6 POURED CONCRETE CONCRETE BLOCK, TAPCON OR Thwilulu QqWALL HFADI 'MOU147ING (AAYtAit HEADER MOUNTING• WALL HEADER MOUNTING O YJALL SILL. uunuG Qq)WALL SILL t OUNRNG C'&F NALt HEADERJSRL TAPCON WITH ADVANCED SPAN t5'/ YJD 4 5V/ W/ 4 MOUNTING. TFIREADFORM TECHNOLOGY (ft) A.S.D.D C GY RG4ihE FFFSS RE RRP G _AS.Q NE64TN_E RESStfrtE:PATC10(Rs/AS.0.OES GN NECA IDE F#SS 4E R5N 0' ASD:Lt Yt tEC47DE PR R E MiCffi AS0.^ 1fi0t1ME P9650FS RiRSC W"A$,D.O SYt}eaA f ABCSSCRE Hd2 C F ALL POINTS SCLIQ-SET 30 i0 60 75 90 120 160 205 JD 40 601 75 90 120 160 205 3D 40 60. 75 90 120 160 205 30. 40 60 75 90 120 160 205 30 10 60 75 90.120 160 205 30 40 60 75 90 120 160 205 BLUE TAF I4 12 10 9 8. B 6 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 14 12.'t0 9 6 8 6 14 10 9 8 8 6 5.5 8 8 8 8 8 8 7 5.5 3'-O` 71 i2 tD 9 8 0 6 b 14 12 10 9 6 8 6' 6 14 12 10 0 8 8 6 b 14 1T 10 9 '8 8 6 6 14 12 10 9 8 8 8 6 '8 B 8 8 8 B 8 B TAPPER+ OR LESS 14 12 10 9 B 8 6 5 14 12 ID 9 8 8 6 6 14 12 t0 9 8 'B 6 6 14 12 10 9 B 86 3 14 12 10 9 B 'B 6 6 8 B B 8 9 8 8 6.5 14 12 10 9 B 8 6 6 J4 12 10 9 $ 8 6 8 14 12 10 9 B. 73 6 6 t4 12 70 9 6 8 6 IT 12 10 9 8 8 8 6 8 8 8 .8 8 8 8 7 14 12 10 9 8 B 6 4 14 12 10 9 B 8 6 6 14 12 10. 9 8 8 6 6 14 12, 10 9 8 7 14 12 10 9 8 7 5.5 - 8 8 8 8 8 7 5.5 4 4'-0` 14 t2 10' 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 to 9 8. e 6 b 14 12 10 9 8 8 63 �_ i♦ i2 t0 9 B $ 6 6 8 8 .8' 8 8 8. 8 8 11 12 TO 1 9 8 8 45 - 14 12 t0 9 $ 8 6 4 14 12 10 9 8 '8 6 6 14 12 10 "9 B 6 14 12 10 9 8 B 6 8 B 8 8' 8 8 6.S 5 14 12 10 9 8 B 6 •4 .14 10 9 8 8 6 6 14 12 10 9 8 8 b 6 14 12 10 9• 8 8 - 14 t2.. 10 9 8 8 6 8 8 8 a 8 8' 7 5.5 ' [14 i2 SO e $ 8 45 - 14 12 70, 9 8 8 fi 3S 74 72 10 9 8 :8 6 b t4 12 10 9 7:5: - - - 74 72 70 9 7.5 sS - - 8 8 8 8 7.5.5.5 4 3 # SEE ANCHOR 12 10 9 0 B 4.5 14 10 9 8 B fi 3.5 14 12 10 9 8. e 6 6 14�12' 10 9 8 7. -I- 14 2� 10. 9 @ 8 6 - 8 8 8 8 8 8 8 8 5'- •- SPECIFICATIONS 12. 19 4 '8 5.5 - r 14 12 10 4- 8 $ 4.5 - i4 12 IO 9 8. 8 5 5 t4 l2 10 4 8 3- 14 iT td 9 8 7 - 8 8 8 8 B 7 5 12 .10 9 S 8 4 - 14 12 10 9 8 8 6 3.5 14 12 10 9 B It 6 6 14 12 10 9 0 - 14 12 10 9 B 7.5' - 8 8 8 8 8 7.5 5.5 4 ON SHEET 13 t2 t0 9 85.5 ! t4 12' 10 9 8 8 4S 14 12 10 9. 6 8 6 6 14 12 9.5 7.5 4 1M 12 9.5 7.5 6,3 3S - 88 8 7.5 &5 4,5 3.5 - 6,-Q. i2 70 9 $ 5.5 - - 14 12 10 9 -8 8 4:514 t2 t0 9 8 8 S 6 - 12 70 9 B "4 - 14 12 10 9 8 8 4 - 8 8 8 8, 8 8 8 7.5• :8 8 5.5�3.5 14. 12 l0 9 -1210914 12 10 9 8 8 - - 14 72 10 9 4.5 - 14 12 10 8 7;6 t - - 8 '9 A B 7.5 S.$ 4 3 12 10 9 8� 5 14 I2 10 9 8 8 4 - 14 T2 10 9 8 8 6 SS 14. i� 10 9 5 - is 12 10 9. 8 4,S - 8 8 8 8 8 64.5 -12 70 8 8 4 14 12 10 9 B fi.S 3 _ 14 12 t0 9 B 8 6 74 12 8 i.5 - 14 t28 6.55.5 - 8BB65 . 4 37'-0` 12 IO B B ♦ ---�14 12 10 9 B 6.S ] 14 72 10 4 8 8 6 - 74 IT SO 9 8 - - - 14• 12 10 9 8 7 - - 8 8 8 8 8 8 7,5 6- 14 12 10 9 4.5 - t4 12 10 9 8 4 14 12 10 9 8 7 4 14 t2 t0 S.5 - 14 tT 10 8 6.5 - 8 B 8 8 65 '5 34 - 14 12 10 9 7.5 .75 - - 14, 10- 9 8 6 - - 14 12 10 8 8 8 6 - 14 12 10 6 - - - - 14 12 10 $.5 7' - - _8 8 8 B- 7 5 l - 74 12 10 9 5.5 3 - 14 12 10 9 8 4,5 - - t4 t2 to 9 B 8' - - 14, it 7 - - - - - 14 it 7 5.5 3.5 - 8 8 7 SS 4.5.3.5 - - _ 4 72 10 9 54 - - '- 14 :10 B B 4,5 - - 14 t2 10 9 e B - - 14 12 10 7 4 - - - 14 12 '10 9 e 3 - 8 8 8 8 8 75 7 4 8^0� 4 12 10 15.5 J - - i4 12 10 9 8 - - 14 12 70 9 8 5.5 - - 14 12 &5 3 - - - - 14 12 &5 7. 4 - - 8 8 8 7 5,5 4 3 - ^ ♦SEE U.MI,TATIONS OF USE FOR 14 12 10 9 5 ^ 14 12 10 9 8 4 14 12 to. 9- 8 8 ^- 14 12 9.5' - 14 12 0.5.1.5 4.5 - B B B T5 6' 4.5 - 13LAOE ON SHEET 19 14 12 10 8:5 4.5 - - 14 17 10 4 7,5 - - - 14 12 10 9 8' - - 13 9.5 4 - - - - 13 9.5 6.5 5 -' - - 8 8 6.5 5 4 J - 9,-O. t4 72 t0 S.5 4 - - i4 52-10 9- f's - - is 12 10 9. 8. - - _ 14 12 10 5 - - 14 12 t0 9 5.5 - - '8 8 8 8' 8 8S 6 3 14 12 8.5 4 14 12 10 9 4.S' - f4 77 10 9 7.S 14 11.5 4.5 14 11.5 7.5 6 B 8 ],S 6 5 1 14 12 10 1 6 4 14 12 t0 9 7 - 14 72 10 9 B - t iT 5 - - - - - tt 12 $ 6.5 - - - 8 8 86.5 SS t - 14 12 9.5 5 3,5 - - 14 12 t0 9 5.5 - - 14 12 10 9 8 - 11.5 6.5 - - - - - 1.5&5 5.5 - - - - 8 8 5.5 4.5 S.S - TO'-O` 14 12 9S ,S-3,5 - - 14• 12 10 9 5.5 - - - 14 12 t0 9 -8 - - 14 12 7 - - - - 14 12 10 7.5 5 - - B 8 8 8 8 75 4,5 14 tT 5S 3 74 12 10 6 3 _ _ t< 12 to 9 6 u t0S 3 }4, 10.5 7 3.5 - 8 8 7 5.5 /5 3.5 - 14 12 9 4,5 3 - _ t4 12 10 9 5 14. 12 10 9. -8 14' 17 - i4 11 7.5 ..- B .e 7.5 6 5 14 12 7 14 12 10 14 12 t0 - - - a5 8 - - 0.5 8 5 - - - 8 8 S 4 3;3 - - - 11'-0` t4 12 7 - - - 14 12 10 - - - - - 14 12 10 - - _ - - 14 12 5 - - - - 11 12 10 - - - 0 e B 8 -8 7 3.5 - 14 12 1 14 12 10 14 12 10 - 12.5 9.5 - - 12.5 9.5 6 8 8^ 6'S 4 3 12 14. 12 6.5 - 14 12 10 14 t2 t0 3,5 t0 it 10 7 8 B 7 5.5 4.5 14 12 5.5 - - - - 14 12 ID - - - 14 12 10 - - - - - 9.5 7 - - _ •- 9.5 7 3.5 - - - - 8 7 4.5 3.5 3 - - 112'-0' 14 12 5.5 - - - - - .14 12 10 - - - - - t4' 12'(10 - - - -14 t2 4 - - - - ti t2 10 3 - It 12 J ' 14 72 8 - 14 12 10 •- 1L5 8.5 - 11.5 8.5 4 -' 8 8 5.5 4,5 4 _ 14 12 5 - - - - •- 14 IZ 10 - - - 14 12 10 - - - - 12.4 9.5 - - - - - t3.S 8.5 45 ^ - - - - 8 8 S 5 4 - - - } 14 72 - .. _ _ _ -_ 14 12 _ - _ _ +_ __ ,4 12 _ _ - _ - 9 i.5 - - _ _ _ - 9 6.5 _ _ _ - - .. B B.5 4:5 3.5 3 - - \ 1- - - - 14 12 - - - 14 12 - - - - 14 12 - - - - - - 14 12 - - - - - '8B884.5 _ _ - HV . BLADE OR HV BLADE /410 - •••-- -^- fi't2 - - - 14 12 '- - - - 1- - 8.S 5:5 - - j .5 8 - - - - - - B 8 5 4 3.5 - - - W�1A HV WINDOW BLADE 14 12 - I- - - - - 11 12 - - - 14 12 - - - - - 11.5 6 - - - 1.5 8.5 - - - - 8 8 5.5 4.5 - - 1412 _ _ _ - 1412 - - - ,412 - - - - - 83 - ^ 8 6 - - - - - - Bb4l - - - - WORKING IN UNISON 74 t2 - - - - - ti 12 - - - - - - tt 12 - - - - t♦ 9 - - 1 12. 7.5 ♦1{ 7 74 t2 - 14 t2 10 4 7.5 $ 7,5 S 4 3t4 It.S - - - - - i4 12 - - - ti' t2 - - - 70.5 4 - 6 8 - - - -- - _ _ 14 _ - _ - 14 _ _ _ _ - 7.5 - _ ,S - _ _ _ _ 75 5.5 J.5 31f = - - - t4 - - - - - I4 - - 4 - - - - - - - 8 8 8' 7 7- 3.514 14 S4 9 9 8 7 4.5 35 314 - - - - - - - 14 - - - - - 14 - - - - - - 10 - - - 0 - - - - 8 7.5 5 414 - - _ - t4 _ - - - - _ 74 _ - - - - - 7 - - - - - - - - 7 55 3.5 -f4 _ _ - _ _ 14 _ _ _ _ _ _ t4. _ _ - - _ - I- t4 _ - _ 4 - - - _ _ - 8 8 8 7S 6 3 t4 1< t< - e 8 8 6.5 4 3.5= 14 - - - - - - if - - - , AlS - - - 5 - - - - - - - 8 7 4.3 - - - - FLORIDA BUILDING CGDE(Non High Velocity Hurricone Zone; w`7"t•.,,,f ~ 02017 TILTEco,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVT,, C Accordion Shutter System z /Tl E C C►.I N C-. A.' .S.A. KV. BLADE-#I W/OR W,0 H.V. WINDOW MADE TtLUT TESTING & ENGINEERING COMPANY American Shutter'Sysiems Ly,N OESclitPtiON oATE OWN6Y: L.C. Assoclation, Inc. OLD 1s-o65 7/27/1 OVE: 07/27/17 6355 N.W.3EtN.SI.,Ste.305.Y,R61NU GWtC!NS.;ROi10A,3318 4268 Westroads DTIVE 2 ah-:{305}571-ism.Fcr:(3D5?671-1531 DRAWING No ' t'(t '�C 115 a .if:Tilt...00.1- West Po1m Beach, FL, 33407 s 17-107 7- 7 • .- t,+^A'..i... 't 4'L t E8-0006719 , • «4�Q,V� ' 1`i�1t}EE WALTER A..1110 Jr.P.& 4 P.E.SEALf.316P1AT11RE/DATE FLORIdA u�.E 14J67 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GiVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NECATIL PRESSURE RATING AND A CORRESPONDING MOURNMQURNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALAnONS (SEE MOUNTINGS E.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREIE/CONCRZIE BLOCK POURED lE (A) TO EXISTING POURED CONCRETE;(Gin,rc - 3 ksi) MAOMUM QWALL Sltl MOUNTING QCEII.fNG MOUNTING OFLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILOEX.(Min.rc=3 is;) SPµ ANCHORS SPACINGLEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. f'c= 3 kr;) (H) S8.DESGN NEGAMS FRESSURE Rom p5j LSD.DES.WN MAINE P1IESSLRE RAT6NG(TITI) S.D.OESCH NEGATIVE FRESSURE RoNG('f - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY E10RIDA FASTENERS DIRECT,INC.-(Min,Pc� 2 ksi) �LO 80 75 90'124 160 205 39 40 60 75 90 120 7B0 205 3O 4 60 75 90 120 160 205 TAPCON OR - 1/4'0 TA PER+ANCHORS AS MANUFACTURED 6T POWERS FASTENERS,MG.,AND DISTRIBUTED 8Y ALL POINTS SCREW.BOLI &SPECIALTY TAPCON WITH ADVANCED COMPAIY OR AN OTHER APPROVED LICENSED OR AUTHORIZED WctJbOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. IM12 5.5 ti12 f0 9 8 8 6 6 ti 10 1 9 8 8 6 6 7HREADFORi3 TECHNOLGGY {Min. 3ksit09 8 8 6 5 t4 /2 10 9 8 8 6 6 74 12 f0 s •8 8 6 b- ALL POINTS SOUO-SEIOR LESS 10 9 8 8 6 6 14 12 10 9 8 B 6 6 14 1210 9 8 8 6 5 -@I UE TAP V{/CDP NOTES: 10 9 8 8 6 7 14 12 10 9 8 8 I b 6 t4 12 10. 9 8 8 6 6 TAPPER+ A.T)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER! N- 12 10 9 8 7 5.5 3.6 14 12 10 9 8 8 6 6 14 12 LLD 9' 6 8 6 5 ANCHORS IS 1 3/4',AND.FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 1a 12 10 9 8 8 6 6 l4 12 10 9 B 8 6 6 la 12 10 9 8 8 6 SS it i2 i0 9 8 8 b 14 12 10 s 8 0 6-45 14 12 1p 9 8 6_ 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT H 12 10 9 8 8 6 4i5 14 12 10- 9 B B 6 5.5 N 12 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 is S2 t0 9 7.5 55 3.5 - 54 12 10 9 8 8 5 5 14 52 10 9 8 7 5,5; 4 45£E UMwA+aa OF USG FOR EXIST,AND I-MINIMUM FOR WAIS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14. 12 10 9 B 8 6 5.5 Ia 12 10 9 8 0 6 4.5 BIAOE DAt CN SIF.ET t4 S-0" li 12 10 9 8 "7 4 - 14 12 10 9 B 6.5 5 3.5' 14 12 10'8 6.5 5 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, fa 12 t0 9 B 7.5 4.5 - t4 12 /9 a 8 6 4.514 t2 10 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS-INDICATED ON 14 12 9.5 7.5 6.5 4.5 - - f4 12 10 9 [7.5 75 5.5 4 14 12 10 9 8 6 4.5 3.5 NOTES A1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 •3 e 8 6 - is 12 t0 6 8 6 5 to i2 10 9 8 6.5' S 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6-0' 14 12 10 9 7.5 5.5 3 - 14 12 10 8.55.5 4 3 14 12 B 6.5 5:5 iS - 14 f2 70 9 8 6 - 14 12 16 96.5 5 ,33 14 i2 70 8.5 8 S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ;4 f2 8 6.5 5.5 12 10 96.5 4.5 35 54 12 10 . 7 5 4 3 - 7/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 9 8 B - -14 12 19 9 7 6 a «t4 12 10 9 .7:5 5.5 4 3 - 1/4"0 x 3/4'ALL POINTS SOUO-SET ANCHORS,A5 DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. •14 - - 1/4.0 BUTE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. T4 t2 t0 8 6.5 4 - - 14 12 9 Z545 3.5 - fa T0.5 7 5.5 4.5 35 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 8.5 7 4 - - 14 72 10 9 SS 4 14 9 7 7.5 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTER€D WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,ICNC. - 14 12 10 4 9.5.4 - 14 1 9 7 6 4,5 314. 12 50 9 8 6,5 - - 74 12 f0 9 6 4 - it 12 10 I'e 6S 5 J.5 - NOTES! 14 12 8.5 7 5.5 3 - - 14 12 8 2.5 9.5 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPOON 14 12 9.5 7.5 6 - to 12 95 8 bS 8 - i- 14 12 8 6 65 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1'. 13 9�5 6.5 5 3.5 - 14 12164.5F4 6.5 B 6.5 5 4 T4 -i2 2q 9 8 - _ - 144 12T,5 4.5 - t4 12 as 7 5.5 4 B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBECOED INTO THE CONCRETE BLOCK.NO 9-O, 14 11,5 7.S 6 4 ti 11 5 3.5 11 8 3.5 a:5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO t4 12 8 65 4.5 - 14 12 5.5 4 -14-10.5 7 15.5 6 4.5 - - EXIST,AND T"MINIMUM FOR WALLS WITH NO STUCCO. 115 0.5,5.5 14 12 6 4,5 - 14 IT 7 5.5 4.5 - 10•-0' 14 12 t0 9 7.5 - - - 14 i26:5 S - 14 12 B 6. 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 103 7 5 15 - - 13 95 11 7,5 5 4 3 - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID MALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 II 75 S.5 - - - - 74 11,5 5 4 - - 52.5 9.5 6 5 4 4 - - NOTES 8.N A 8.TI ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT IMEf01 STUDS CONSULT THIS ENGINEER 10.5 0 5 14 12 5.5 4 - - 13 to 6.5 5 4 FOR INSTALLATION INTO EIFS WITH FAEfht.STUDS SEE SHEET 20, 11'-0• 14,12 6114.5..- - ti ire 7 5.5 4.5 3,5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 9.5 5 12 94 3 _ 9 7 4$ 3.5 it iQ 7 - - - to 70.5 7 5.5 .5 - - 71.5 B.5 5.5 4.5 3.75 - 9.5 7 4;5 - - - - - ti 51.5 ZS 6 5 -• - - 12 9 8 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, t4 f2 ttl - - - - 14 12 8 6S 5.5 - - - 13 f0 6S 5 i - - EDGE DISTANCE VE,R10 SPACtNG SCHED�NI,E FOR ANCHORS: 0151 8.5 _ 6 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 6 - - - 13 9.5 6.5 5 4 - - 10.5 6 5 s - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOYONG FACTORS. ti t0.5 7 5.5 4.5 - - - 21 8.5 59 i4_5 35 - - - REDUCED SPACING OSTAT4ED USING FACTOR SHALL:NOT SC LESS THAN MINIMUM SPACING INDICATED FOP.EACH ANCHOR TYPE. N 12 14 IL5 Z5 6 5 - 12 9 6 45 4 -1- FACTOR 105 6 - - - - - - t0 7S 5 4 3 - - - 7.5 SS 4 3 1- - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 125 8.5 - - - - - 12 9 6. 4.5 4 - - 9.5 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 8 - - - - - 13 9.5 65 5 - I- - - NGS 7.5 5 4 - - - 1 HV GLADE OR DICTANCE ti l2 - - - - - - it 10.5 7 5.5 - - - - ii 8.5 5.5 s.5 - - _ E.D. MIN,SPACING 3' MIN._SPACING-3' MAN.SPACING-3 1/2' MIN.SPACING 3' 3 3J4' 4' 14-0' 10 7.5 - - - - - 9 7 4.3'3.5 - - - - 7 6 SS 3 - - - 1/y�HV GLAD♦�E W POURED CONCRETE& Pq� N � �ppl PGUflED CONNCRETE& POURED CONCRETE&F441TEa C9NSfiEfE CONDEIE QOCX i1.5 8 5.5 4.5 - - - 9 8.5 4S _ _ _ _ _ ijAlN NV WINDOW CO IJREEO.BLOCK Ant EO.3.1/2'MN E0..2 Ij2' CONCRETE ED, BLOCK CONCRETE BOCK �y ED.•3 1/2'MN CC..21/2- 7.5 - - - - - - 72 9 6 - - - - 9.5 7 4S - - - - - 3' 1.0 0.90 1.0 0.78 1.0 _ 0.84 1.0 4 - - - - - - - 13.5 l0 6.5 - - - - - 10.5 B 5 - - - - - BLADE WORKING _ _ _ _ - oAi 1.0 - - O.BJ 1.0 6.5 4 _ _ _ _ 6.5 5 s - _ IN UNISON 10.5 8 5 S 8.5 6 a - - 2' 0.71 - __ •- 0.51 - 7 _ - - - 11,5 8.5 5.5 - - 9S.5 4ST 3/4' - 0.91 - - - 0.43 - 14 - - - - 12.5 9.5 6 - - - 10 7.5 5 I- 4,9 3 ' 0,350.35 - 9.5 - - - - ss 7 s - - - B 6 - - - - - FLORIDA BUILDING COD[(Non High Velocity Hurricane Zone, Ii1141y ., A. 02017 02017 TILTECG,INC. &i 2077 EASTERN METAL SUPPLY,INC. 44 � :• ��Jys.,. BERTHA HVTNA ■ ■S■�, Accordion Shutter System Cl, 1 ■ H.V. RADE#1 W/OR W/0 H.V. WINDOW RADE American Shutter Systems TTLUT TESTING & ENGINEERING COMPANY Y EV.Ne DESCRIPTION i DATE ORA%N71 a# LC. F 6355 1",36th.S1„SI,.305, R . VIM4GAROD.5,FLORIDA 3316 Association, Inc. 1 OLD i$-085 7/27/1 DATE: 07/27/17 ' D��.• Ph-:(305)871-1530.Fox:{3D5)B7T-153r 4266 Westraads Drive 2 DRAWING No �* ., (IJ< Ips ,.•'(. !° a-moa:bR<Aoo9occom West Palm beach, Fl. 33407 s 17_(Q7 }s�1fn•........ 'r_`•�ivtt'W wALTEE-000A. 6719 P.E. 4 [Jy/, tiA ,/ ('LpRIDA Uc.If 44167 5 SHEET P.E.SEAT bN DATE 5 13 OF 20 MAXIMUM ANCHOR- SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHz��j3 SPAN. ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREM OR'CONCRETE BLOCK INSTALLATIONS (SEE,MOUNTINGS 1.J.X&L ON SREEr 7) POURED CONCRETE POURED CONCRETE CRETE BLOCK ANCHORS SPACING LEGEND EN% OK WALL/FLOOR MOUNTING (DWALL/WALK OVER MOUNTING (g)RAJNGUARO IAOUWfNG MkXtNLJtA-21 7=11.11111 TAPCON OR 5FAN ks.D."GN NEGATNT A50-WMI KEGKTK PRE�C RM14 W&5Z.DM3N 14MTNE�iFSR_i��'TpJ _r4Ci0K_"F�11WVt (ft) 20-5_:0_ TAPCON WITH ADVANCED ij'fWfl 6-OT751 30 40 60 T 7517G T20T1G0j?.Oi i0j -co Ti 7OT12OTf6OT iF 40 60-i;--!;;-�-�6 EEE THREADFORM TECHNOLOGY 14 12 10 1 9 8 8 1 6 6 12 112 112 112 12 114 1&5 165 7 1 7 1 7 7 7 7 7 133 5 1 5 5 5 5 5 5 1 5 ALL POINTS SOLID-SET 3'-0' !±_ 6 _L ri-12 112 112 12 )2 9.6 7 7 7 7 7 1 7 7 7 5 5 5 5 5 5 5 12 10 a a 1- . - ,1--5 BLUE TAP 12 .12 12 12 5 6 4.5 7 7 7 7 7 7 7 6.5 5 6 12 12+12 - 6 I - 7 J 7 TAPPER+ OR LESS 14 12 ,H It , 6 5 5 5 -1-. 4-T. -i a a 12 12 1075 7�'7 7 7 7 5 5 5 5 6 5 5 14 12 10 1 9 0 1 8 6 6 12 12 12 12_11,5 8.5 &5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0' 12 to 9 8 8 6 12 12 12 112 12 7 7 7 7 7 7 7 5 5 5 5 5 f, r�__ 7_ _ A_ _L 7 12 10 0 8 6 5 12 12 12 9.5 8 6 4.5 15 7 7 .5 5. 14 12 10 9 8 8 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 7 7 5.5 5 5 5 1 5 5 1 5 55 5 14 12 0 1, a 6_ 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.6 4. 3 5 5 5 5. 5 5 4 3 14 12 10 9 8 8 6 6 12 12 5 11 To-7T 5.5 4 7 7 7 7 7 7 7 14 12 10 9 8 8 6 6 12 112 " 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.55 5 _j_ 5 5 5 5 4 14 12 to 9 a a 6 6 12 112 12 9.51 8 6 4.5 7 7 7 7 7 7 5.5 4 5 6 5 5 5 4 SEE ANCHOR 14 12 10 9 " 8 6 d6 �1 2 t12 11.5 9 7,5 5.5 4 3 7 7_ 7 7 7 4.5 5 5 5 S 5 -5 -5 - mL_i--_ SPECIVIWtIONS 6 2 1 12 10 8 6 4.5 7 5 _0. 2 to 9 8 .'L._Z. 7 _L 7 7 �!t 5 5 5 014 SHEET 13 14 1 2 * a 6 -6 12 127• 8 6 -__i7--*�_-_- -L _2L A - TO i 8 5 S' 7 7 7 7 S.S� 4 4 .14 Tito It a a 6 6 D 12 0 8 64 5 X75 i-_7 6 LS_ 5 5 5 5 12 10 .4 8 8 6 12 12 110 1 5 6.5 5 3.5 - 7 7 7 6.5 5,5 4 - 5 S 5 3 5 3 - 14 2 to a I, -6 6 12 12 112 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 !; 5 - i- 5 4.5 7 7 7 7 65 5 3 5 5 5 5 5 35 14 12 to 9 6 8 110 16.5 14 12 10--V-a B -6 6 12 112 1 8Z 7 5,5 4 7 7 -7 7 7 5 5 1 5 5 5 5 5 4 0 VALID ONLY FOR LID TO +70, -75 1-4 12 to 1 8 8 6 » 12 12-1-5 7 5:5 ±- 3 7 7 7 &S 4.5 3 _Z - 6 5 5 5 44 3.5 - PSF A.S.D DESIGN PRESSURE W-0" 14 _12_LO_ 9 _!_ 8 _L - 12 12 10.5 7,5 6 ±-12-5 • 5 5 5 5 5 5 RATING.& FOR SPARS PER _ 1 7 Z1_ 1 L7 4 , "3- _ 14 12 9 1 8 8 6- 12 9 6 4,5 1 4 3 7 7 7 7 5.5 1 4 - - 6 -5 r 5 1--5Z 37-Z- SCHEDULE #3. SHEE 11 14 12 10 1 9 8 8 6 12 11 7.5 6 S 3;75 7 7 7 7.5 6 14.5 5: A_A_ 5 1.5 14 12 10 9 a s - 12 U.5 7.5 6 5 3.5 7 7 6.5 5 4 5 5 5 1 1 3 14 12 10, 9 8 8 12 12 9.5 .5 5.5 4 3 7 7 7 7.. 7 3 5 5 5 5 5 5 5 5 2_2-_L_ 6 5 _±_ 3 1-4 10 9 a 6 5 4 3.5 4 5 5 r4-;22 1 9 a+SL�-_ L0�5_ 4.5 - - - 7 7 7 6.5 &S 1- - - 5 5 5 5 4 12 10 2-5 14 12 to 9 a is 1- 12 0.5 7 5.5 4.5 3.5 7 7 5.5 4.5 34 1 A- 4,5 3.1 - to,-a" 1112 10 9 8 8 12 11'8.5 6 5 35 7 7 4.5 5 5 5 5 5 14 T2_TO-_!F 8 5 9 7 7 7 5,5 4.5 - - 4.5 5 T7_T2-To--g,-_r_r 12 9 6 5 4 - - - 7 7 7 5 6 5 4.5, 5 14 12 10 9 8 8 12 IS.5 6 .5 1 4 3 7 7 35 5 4 3-5 14 12 10 9 a a 12 to 7 5,5 4.5 3.5 7 •7 7 7 7 7 3.5 5 5 5 5 5 5 4 1-4 3 � r-W 9- 8 8 &S 6.5 4 3,5 3 - - - 7 7 6 5 4 - - 5 5 5 5 4 14 12 10 9 1 8 8 11 8 .5 4 - 7 7 7 5.5 4.5 5 5 5 5 4.5 - 14 12 0 9 1 8 - 11.5111.6 5.5 4,5 3.5 7 4.5 3.5 5 .1 -1 - _L_ - 1_1_ Jj) HV BLADE ONLY 7 7 7 7 7 6 3 5 5 5 5 5 5 4.5 39 72^0'M_A2_to 9 a 2 1-9F a:E:K� 14 12 9 J_ .II 1 1 3 - - - - 7 7 1,5 1,1 1.!1 - - - .5 I = 5 A--I - T4 -12 9 8 7.S 5 4 - - - - 7 7 6 5 -5 5 5 5 4 14_12_to 9 a 4 3.5 - 7 fl_4._5_3.5 .3.5 14 T2-To-_9 _r 11.518.5 6 4.5 3.5 3 7 7 5 5 5 5 5 5 4.5'3.5 !-,--i-'- - 7 '93''S.- ....... _ 7 7 7 4.5 - - ----- !O 9 a - b 3 1- - 7 7 5 4 '35 5 -5 4 1 .14 12 10 9 8 - - - 1 9 1 7 14.5 3.75 - - - - 7 7 1.5 1.5 5 5 5-4.5 4 14 12 10 9 - 10 17.5 5 4 3 - - - 7 I-L- 3 - 5 1 5 4 3 - 14 12 20 9 10.5 8 5.5 4 3.5 7 7 7 ? 7 4 5 1 5 5 5 5 5 3" 14'-0" _ _: - '111 - ' '3 14 12 7 7 5 3.6 - - - =_ 9 6.5 5 .3 - - - 1 5 5 4 14 12 10 9 6 7 7 5 5 5 5 4 14 12 10 - - - - - 9 7 _5 T5_ 3 7 5.5 3.5 - - - - - 5 5 3.5 3 - - - - 1 -i-i-To- 4 10 7.5 1 3 - - - 717 7 7 7 MS 5 5 5 5 5 4 3 5 4.5 3.5 12 _10 4,5 - 7 7 4.5 1 3 - 5 14 12 10 a 1 6 4 7 7 5 5 5 5 4 - - - 14 i2 10 6.5 &5 4 7 5.5 15 - - - - 1 5 5 35 - 4.5 jr,--0-114 12 20 95 7 a.53.5 3 7 7 7 7 6 3 5 y 5 14 12_10 L27.5!5.5 .14.5 7 &5 4 i 5 1 4 115 - . 0 73P-751 I- - - - 5 5 4.5 - 7- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: $I ..... 02017 TILTCOO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HV71A MIL E C 0 Accordion Shutter System N.. \ AS.S,.A. H.V. MADE#1 W/OR W/O KV. WINDOW MADE Americon v Shutter Systems REV.No DESCRIPTION DATE OPAM EY-. I.C. tcf> TILLIT TESTING & ENGINEERING COMPANY st�S!, Assoclaflon, Inc. I OLD 15-085 07/27/1� DATE-' 07/27/17 % Phone (305)871-1530.F..:(305)871-1531 4268 Westroods Drive 244 DRAWING,No ........ West Palm Beach, FL 33407 3 LO EB-0006719 N,s/.,, 0AIXI L IE-uO WALTER A.TOUT.1, P.E. 4 17-107 FLORIDA Uc.j 4�67 5 SHEET �'�Ws 1 6 14 OF 20 P.E. [Gt4A6E/DATE_ MAXIMUM A.S.D. DESIGN PRESSURE RATiNGz_{p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING On.) SCHEDULE FOR A QIVEN MAX, SHUTTER SPAN, NEGATIVE A:S.D. DESIGN PRESSURE,RATING AND,A GORR SPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). u e =-;_T_ r�,-C- -T- F:=- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTHSOUTHERN PINE No. SPRUCE PINESPRUCE PINE 1/2- MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/'MIN. 0=0.43 W/ MIN. G=0,36 PLYWOOD DOUGLAS RR W/ MA),tuDM MIN.6-0.50 4V/ MIN. G=0.a3 W MIN. G=0.36 SPAN(I!) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 .k R M. N, O & R M, N, 0 & R 'W & X W & X W & X P & 0 S &V 5 &V S &V M ow N IAZE RUSH PA26 t-J)a 01111D'ti'MESFE FAN W)S2 D377i 0MX RLS47E RIG M 50.7X477 M"6d I FTT.SIM Ft.C&M'40n 3=Rwx Ru"9.P.'FAM(c3) .It=Sam 7f5f FART.M Lt DM MUN'iT1�i%DIM(1 .MOI 111AVE RLSSF:PiYA(Id)S6 t)MG.KVITF RMFE MOr(A 0:3 Mt.mt MIMPRO(!_') 30 40 6D 75 90 05 30 40 60 75 90 OS 30 a0 60 75 90 05 30 40 EO 75 190 105 JO 40 160 75 90 05 30 40 50 75 90 1G5 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60175.90 051-10 40 60 75 40 O5 -0'OR LESS 72 )0 t0 9 8 8 6 6 '6 6 6 6 i2 i0 10 9" e $ 6 6 6 6 6 6 12 10 10 1 $ 8 E 6 '6 6 6 6 6 5 4 a 4 3 12 N2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'..0'�12 10 f0 9 8 B. 6- 6 '6 6 b 6 12 10 10.9 B 8 6 6 6 6 1 6 6 12 10 10 9 8 8 6 6 6 6 6 6.. 6 5 4 a a 3 t2 12 i2 SZ i2 12 12 i2 12 12 t2 5212 12 72 12 12 12 5'.. 12 10 t0 9 6 8 6 6 6 6 6 5.5 T2 10 t0 9 8 8 6 6 6 6 6 5 12 10 f0 9 8 7 6M 6 6 6 5 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 72 t2102 12 12 12 12 12-0' 12 40 10 9 8 6.5 6 6 6 6 5.5 4.5 t7. 10 10 4 6 5 6 6 6 5 5 4.5 12 109 63.5 66 1 6 5 4.5 6 54 a^;5 - t2 72 t2 12 l2 72 12 l2 12 12 T2 i2 12 14 i0 8.5 T-0'-12 10 10 9 6.5 4 6 6 6 .5 4,S 4 12 10 10 9 5 3 6' 6 6 5 A 3.5 12' 10 10 7 3.5 - 6 6 6 5. 4 3.5 6 5 4 a - 12 12 12 72 12 12 12 12 12 72 12 12.12 ,0.5 85 7.5 8'-0' 12 10'10 7.5 a,5' 3 6 6 6 5 4 3.5 12 14 10 E 3.5 - 6 6�5 .5 13.5 _ 12 f0 10 4 - 6 6 5 .5 3S 3 6 5 a t2 12 72"t2 i2 12 t2 12 12 t2 t1 9.5 12 i2L5 9 7.5 G.5 3'-0• 12 10 10 5 3.5 - 5 5 5.5'.5 3.5 3 12 t4 9 < - -� 5 6 4.5%'�3 J 12 HI 4 3 - 6 6 4.5 4 3 3. 6 5 J.S- -_ - 12 72 12 12 72 10. 12 t2 12 11, 9.5 8.5 12 12 t0 8 6.5 S.S 10'-0' 12 IC 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 6 6 4' 573 - 12. 10 3 - - 6 6 4 5 3 6 12.12 12 12 11.59.512 12 12 10.5 B.5 7.5 12 t2 4 7 6 5 11'-O' 12 10 5.5 - - 6 6 4.5•- - - 12 10 4.5- - - 6 5.5 J.5- - - 12 10 - - 6 5.5-4 1- 6 5 - 12 12 12 12 10 8,5 12 12 12 9.5 8 7 12 72 8 'S.5 5.5 4.5 12'-0- 12 10 4.5 - - - 6 E 4 - - - 12 10 3.5- - 6 5 3.5- - _12- 10 - - - - 5 J.5- - - 6' S - - - 72 12 12 1, 9.5 8 12 12 11 $.5 7 6 12 1 57.5.6 5 a t3'-0• 12 10 - - -IS 6 - - - - T2 10 - - - 6 4.5 - - - - 12 ZS - - - - 6 4.5 - 8 45 - 12 12 12 10: H.5 7,5 12 12 t0B6.S 5.5 12 :0.5 7 5.5 4.5i2 10 - 12 7 - - - - 5.5 a.5 - - I- - 12" 7 - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 0. 67 5 4 J 15'-0- 12 - - - 6 - - - - - 12 - - - 'S - - - - 72 - - - - 5 - - 6 _ - i2 12 11 9 7.5 5 72 i2 8.5 7 6^ 4,12 9 6 5 a 56•-0` 12 - - - 6 - - - - 12 - - - 5 - - - - 11.G- - - - - 5 - - 6 - 12 12 10, 8.5 6.5 4 12 12 8 6.5 5 3 ILS$.5 5.5 43 J.5 - HV BLADE OR (Dj - HV BLADE WZ 1(�A HV WINDOW BLADE WORKING IN UNISON° ' •SEE UIV n0.5 0r U5c rca -(• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINEN.2 W/o-d.55(N.0.5) 7/4'4 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMeEDMENT AS INDICATED AT -DOUGLAS FIR W/G-O.'50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUR W/G�0.36(rIMS.) 2.ANCHORS TO HOLLOW CEILING SHAH BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF '-MIN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2015 SPECIFICATIONS.. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane t1It 3x11w`"1•,. 02017 TILTECC,INC, 02017 EASTERN METAL SUPPLY, INC. sF. BERTHA HV, TM _Ti_L_ E C.O �n1�. ,, Accordion Shutter System r H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems r.H DESCRIPTION DATE DRAWNeY: L.c �-, '�•'•,. � T W55 IA.".38!t.St,Ste.JCS.11RGI:aA GAROU;S.ROF,:A}}16 Association, IAC. 1 CLD 15-085 7f27/1 DATE: 07f27/17 • t'' Pta!e:(305)871-1530.Fee;(305)871-1637 4268 Westroods Drive 2 DRAWING No s1��'A''•.p,�}•c••, 111 e-14,1;OtCCdO..I.CCFt West PDIm Bench, FL 33407 3 t 'y•~iJ/ +7/'I y 14 EB-OOOb7 A9 a I�-107 S'l iFit WALTER A. ILUT Jr.P.E. P.E. Sk/3I�M A1'Ul2E/DATE FLORIDA lie./a16r s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & 9 HV+- BLADES AS APPLICABLE /-WA4L FINISH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE71 ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN IT/4'0 APCON 1111 A Win A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH GLADE (1)& WORKING IN UNISON r I ADVANCED iHRFAOF0RM TECHNOLOGY 1/4-0 TAPCON OR Vel 1 112-Mirt. PENETRATION r-TAPCON WITHADVA.ICED THREADFORM. TECHNOLOGY —T- 0.FTllllME0 AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING MIN.SEPARATION E.,T 00 HEADER. J; WOOD HEADER.(SEE SCHEDULE ON SHEET 15) -@OR qI F,� (SEE SCHEDULE ON SHEET 15) 1/4-0-20.3/4-S.S,MACHINE (,,SIE SCHEDULE ON SH ET I q OR R SCREWS W/ 1/4'-20 HUTS j 12 OR I 1Y % ; T I I FOR a--m IDAHO— OR ON SHEET 19 FOR 2 a 12'O,C. EXISTING I BLADES 0 q� *EO ' -E GLASS____4 FINISH/ ONA- I 5u L \1 WALL •" ExISTING MIN. F NISH 7� ISTIN0,1011L 1I' a_7 2 O.R(9 i • 2-w WOOD ♦ L HEADER REQUIRED ---(DOR @* '.4"WOOD VI -t I IT-%TAPCON OR TAPCON 'WITH ADVANCED CXISTIN�� SEpA,,Ap,, HEADER REOLVAIED �j, I , 1,� , lj�, *� i. IFIREADFORM TECHNOLOGY W1 1 1/2" GLASS--+ TO GLASS(SEE ....... _IX,PENETRATION Or THREADED AREA TO TING WOOD HEADER. SO mec EXISTING MJN SEPARATION To CLASS i IS ESE SCHEDULE 014 SHEET 155) SEE SCHEDULE ON SHEET 11 ON SHEET 19 FOR OL-S" 2-w CONT.SILL SLAr-S a)&43) A . . PLATE REO'D. gHV WALL HEADER INSTALLATION ON HV WALL HEADER-INSTALLATION �HV WALL SILL INSTALLATION 7 T —-1;........ E AIN. SEPARATION TO GLASS IN.SEPARATION TO GLASS EXISTING (S� —(SEE SCHEDULE ON SHEET IT)— EE SCH� GLASS EXISTING EDULE ON SHEET 2'.4' MIN,SSE ON TO CLASS -10 GIASS.."4 EXISTING SEPARATION SEE SCHEDULE ON SHEET I RE"."INTO Wool)PIT S.S. A HII, :12 f L_____j * 1/4"0-20x3, 11 C j!AACHINE SCREWS W USING Ts L N 1/4'-20 NUTS 0 12 12'O.C.-_1 FIALL OR 108 ff OR 108 I. II 13 ORIS 2'x4"CONI. WOOD PLATE PEO'D. _EO—,_IE t� J (� J �, -1 Min, 1/4-0 JAPOOK OR TAIACON WITH ADVANCED I"IREADFORM TECHNOLOGY W/ 1 7/2- ON "ACONT. W, PENETRATION OF THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED i ._j 1/4-V IAPCON OR THREADFORM TECHNOLOGY W/ 1/2- OD M; PENETRATION OF THREADED AREA.INTO PLYWODD, CAL 'R, (SEE SCHEDULE ON SHEET 15) TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYN WALL FINIISH (SEE SCHEDULE ON SHEET 15) •MJN�CID r EXISTING MIN.2".4' 1/2 HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. VOOD,R 1/2*1.1-PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS a IS-O.0' A, PLWOOD 11 E0 0 TH '-1/2'MIN.COX PLYWOOD REO'D. RCO'O.PLYWOOD BE WALL FJDED AREA INTO PLYWOOD COMBINED IN ANY WAY TO i"EXIST14G MIN 27.4'STUDS 0 16'O.C.MAX.ReQ'O. ATTACHED 70 ST ID() (SEC SCHEDULE 04 SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION U S IN PLYWOOD'TO BE ATTACHED TO STUDS JN ACCORDANCE ACCORDANCE WITH WITH 2306 OF THE F.B.C. SECTION 2308 OF THE SEE L'�,u-A!:,I�OF USE OF SILL I @ HV WALL SILL INSTALLATION HV 42LON INSTALLATION F.G.C. SHEET(L SLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: A. 02017 tiLTECO.INC. t,2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System I Mrgcd INC. A,SN*,Ac KV. BLADE#1 W/OR W/b H.V. WNDOW RADE American Shutter Systems QCVM Nc DESCRIPTION OATC TILLIT TESTING & ENGINEERING COMPANY _2Ril_lll 8Y—I 1,355 N.W.jem st.Ste.305.305.VRQrkqOENS.FLOROA 331af Association, Inc. I OLP 15-085 07/27/17 -1,. -Hf/il Pr-, (305)871-153o.Fax:(3O5)57i-11,37 4268 Westroods Drive 2 - DRAWING No A-ij;k,t...0—I.— West Oolm Beach, FL 33407 3 ED-'01006719 zo WALTER A. LIT il.P.E. 4 TIL 17-107 FLORIDA Uc.#44167 5 P.E._S UR9",DkTE SHEET 5 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR 'L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(D ONLY rNVALL I'MISH SHALL BE LIMITED To 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX 1/4%TAPCON 0 SPAN & DESIGN LOAD FOR INSTALLATION WITH _BLADE (1) & W WORKING IN UNISON i TAPCON WITH ADVANCED 4'.8(Mtn.)EXIST114G THREAUFORM TECHNOLOGY REQUIRED. .2 EDGE(IF APPLICABLE) AS 1 1 2 JAA.PENETRATION OEA?' TUP STRUC 'AL EQUACY- t $/4'o-2Ox3/4'S.S. OF EXISTING WOOD BEAM f OF TH READED AREA TO PHILUPS TRUSS HEAD TO BE CERTIFIED BY HEADER. Mtn. MACHINE SCREWS REGISTERED ENGINEER OR E EXISTING V, EXISTING WOOD (SEE SCHEDULE ON SHEET 15) • -20 NUTS ARCHITECT PRIOR T ............. wJ 1/4 TRUSSES OR �eo 0 12"O.C. SHUTTER INSTALUTICN� -'/2- RAFTER 0 24' /2 g- D.C.REQUIRED 1/4'0 T,&PCON OR U CON WITH ADVANCED EXISTING SOFFIT TAP 3/1'Mo.. TIRK. .257" THRE OFORM TECHNOLOGY W/ I 1/2-Min.J/2 - PENETRATION #I 4X3/4' rw ED-- - OF TH 0 AREA TO E S.M.S.X3 I CONT.ALUM.TUBE THREADED EMSTING WOOD READER� (6063-16 ALLOY,w/ (SEE SCHEDULE ON SHEET 15) 0 6*D.C. I (3)5/I"."L";'.av,'a D, EACH RAFTER OR T�65S. LOCATE LAG SCREWS AT @ or @ OF )AIDWIDTH OF EXISTING WOOD EXIST,HID AIN 2*,c4" MEMBER.(2*Wjn,VOVJNAL FE EXISTI 4G HEADER REO'D J GLASS SEPALRAMON 10 GLASS OPEN HOLE AT EACH WIDTH)W/2-NG, (SEE SCHEDULE ON SHEET 11) EXISTING STUD TO ACCEPT �JES.o LAI ' PENETRATION OF 114111-DED C CLASS AT 514TER�F SCREW AREA.VALID FOR 'USE. INS7ALATIONS WITH 72psr IJAX,AS.D.DESIGN LOAD AND EXISTING 9'-0'M .SPAN.THIS OS HV WALL HEADER INSTALLATION j�nxkr a,SIM GLASS Tal Mx 0 M`yw S.ILM, 114S TION IS ONLY VALID Z 0AAn 1 11 IOR MAP& OR FOR WO W/JAIAL SPECIFIC Si 00 sw 19 1'FOR: (DRID A OF 0,5 NAB DOUGLAS 7-SEE SHEET 4 FGR ixXom 0)& FIR OR SOUTHERN FINE No.I At SHUTTER ASSEMBLY OR GRAVITY 2-MOUNTING SECf10Y.5 I a'COMBINED OR EQUAL. CT BY CEILINGINSTALLATION Y)HV CEILING INSTALLATION, (SEE SCHEDULE ON SHEET TO GLASS EXISTINGGLASSMvs 0&Qt) EE SCHEDULE _j To r(SE,,, I SH ;ON SHEET I I) CLASMIN.SEPARATION SEPARATION E-rl I,- I,FOR i I ,CET OA;D _j ALTERNATE ANCHOR WALI;, LOCATION EXISTING FINISH L"S 3/8 ARAL CLASS--, /4-j #10-3/4-HEX 2".6"MIN.WOOC DECK REOU;RTO SCREVIS 0 12' 114, NO FINISH 7 8 "'1" ER HEAD TEK \_Z' " "ASH tzj A'LOWED) DICK FINISH 01, EDGE ,IV* OF L J EDGE IEI;D., 2 EDGE OF DECK Ea. El�j =_ IF APPLICABLE DCCK IF 17 APPUCA9LE P 1/4-0-20,3/4-S.S. APPLICABLE 1/a"a. OR _IIWFS TRUSSI HEAD TAPOO AC I E SCREWS'kN WITH ADVANCED I' M CH N S RE --------- 1/4-0 TAPCON OR TAPCON WITH �AT TH --2"MIN�- THREADFORM TECHNOLOGY w/ 1/4�20 NUTS '14".TAPCON OR TAPCON ITH ADVANCED THREADFOR),1_j p EOD W/ 1 142*Min. PENETRATION W READFORM TECHNOLOGY W 1 1/2"V.I.. 0 12"D.C. 2'Mitt PENETRATION OF THREADED If OF THREADED AREA TO TECHNOLOGY'N/ 1 112.-h!in.PENETRATION OF THREADED ""N EA TO EXISONG WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET ♦ SEE EU14 T F -F —OVER INSTALLATION \V HV WA Ir CXAV WALK v,�* Us"E. OR '49 LL SILL INSTALLATION WHY FLOOR INSTALLATION FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, ................ 02017 TILTECO.INC. *2017 EASTERN METAL SUPPLY. INC. BERTHA HL 0 IILIE C 0 INC. Accordion.Shutter System L A.S.S.A. RV. MAX#1 W/OR W/0 KV. WINDOW RACE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Assoclation, Inc. I OLD 15-085 7/27/1DATE: 07/27/17 REV.M OESCRIPT1614 DATE DRAVIN By. LC. 07 6355 W`A 36!h.St.St,.305,%IR;RRA OkROIDRS.FLORIDA 33166 ph.n. (30SA711-s=.F;005)871-1531 4258 Westroods Drive 2 .......... ._R: -DRAWING No West Palm Beach, FL 33407 3 EB-00067150006719 1 17-107 'ALT ER A.MULIT Jr.P.E. FLORIDA Li,1 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS Cid HV BLADE OR h WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'W uN.w000 r- STUDS RECD. 2..'..1.wom STUDS pxov. (As•PPuv11,0.00D w *M STUDS. 2.4'W-;. Ir K. (AS�?UC.ARLE) ur pv&�Twl TO 2;Cox "V4 IF.10 EXATM.CLASS, STUDS CM MASS —'a"I"D D— amm G'ss L STUDS 0, Fzsn'4 CDC FO t % T"011''MET I (Sa Cox I, SCIE.11.1 I Al G"4FEf I,TVpi 51@tT 19 1.M alter'! • I'w WOE(r..'D W4, SIM 12 M FLUE(LOCATE '/2 _'z C FA 1— p+Sr1[ST 1S 109 C0.4=w AT MER SU.S. S.S. k, 016 D.C. rtocAW AT SEE NCC L x r- TfttR fp • STE w SUE DETAL 9 FCR TO TTO.CKs SEE SME 00�Y.FC .S S% Ta�S fp TO TRACKS 4 END CONNECTION D AIL END CONNECTION DETAIL(E_; END CONNECTION DETAIL 09 END CONNECTION DETAIL -ICO -M 01 M—S tPTER IMA"12'-.- 4 fl$;ANCkSRl STUDS Evn..MASS—,, I:PExCN M#9 tr 0-0 PINC�T"0 12'O� SEE LLMITATION 0.-USE FOR K' �G=&I SIM Q4— 0 % 5 1 A BLADE-CA�ON SHEET 19 . 1 IZ.1V&A19 1,Dca S VV ID 4 WALL M" v... VIEW 6-r-b.@_ G" PLAN C C&-Q 4_0 CT ce 0- (4-1113.IT, DETAIL END CONNECTION DETAIL (af END CONNECTION DETAI FLORIDA BUILDING High Velocity 01 CODE(Non Hurricane Zone: .. ... 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ECO \ /IT LT N.. AnS,S.A. KV. BLADE #1 W/OR W/O KV. WINDOW BADE g) ALF Shutter Systems a TILUAmericn T TESTING & ENGINEERING COMPANY 4EV*"c DESCRIPTION DATE DRAWN SY. LC. 36:6.6355 N.W.SOS%,,St'.-105.MAMA�GARD.ENS,FLMA 13% Association, Inc. I OLD 15-085 07/27/17 WE: 07/27/17 Ph... (305)071-1530.Fax;(305)671-1531 4268 Westroads+[Wve 2 DRAWINGN, West Palm Beach. FL 33407 3ES-0006719 17-107 WALTERA.TTLUT Jr.P.E. 4 L PLOWDA lit.1 44167 5 ET P.E. L SIGNATURE/DATE1 SHE18 OF 20 4 (�M (J�y � �,UQCp G=ENERA LIMITATIONS AND CON ONc OF USE FOR BERTHA HV Of AIDE -9�� WORKING IN UNISON WITH KV WINDOW SLA12F 00 T I 7 '7 i1 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110, - 110 p:6A, 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H Ott SHEETS 6,7;AS WELL AS s , MOUNTINGS M.0,T.U&W ON SHEETS 16& 17. ( 4.ONLY CENTERMATES 21 (BOTH Wjn OR ti ARE ALLOWED WtTtt i s S PQ \� 40. 1 4TORf St (2 ARRA ED IN A SYM ET AL OR OPPO INC LA OUT.IN CASE OF OP LNG w ry f LAYOUT,AE LIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE CF CENTERMA E. � TYP.EA END _-_ + + ' i + 1 t r` r" T"• 5.(A)HV WINDOW BLADE l'.'Y SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR, PER BLADE AT SPACINGS SMOYrN ON SHEEP 4, MAX,5 tY1NODW5 p` (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 0 I'1 OF ANY 3.0 HOLE FOR 40.SHALL BE 12'. Wt.OWED HVA ih , lul ALL BLADE� x :(C)FIRST OR 1A�S}T BLADE COMING GUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE`7 N t•1 r+ (D)HV VANOOW BLADE IQ MUST BE USED ALTERNATE TO A SOLID HV BWDE lO THROUGHOUT SHUTTER'S WIDTH, + + + + , I (�/-�� /y^.�rL� (E)CE RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID wv $^�6+ l�1 1�t BLAZE T AT EITHER SIDE OF THEM. + `r •1L ` r 1L (F)POLYCARBONATE Mf WINDOW 44 SHALL BE INSTALLED SOT TABS FACE SEE END a THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4q MUST 8£ CONNECTIOI: +` , , , + + r ONLY INSTALLED AND LOCKED USING A HV SETTING 1004 PROVIDED BY JSSA OETARS ON,SHEETS')/ + e+ ,' INC. ✓ SN 10& 1B TYP. g, FULL HEIGHT.— It r N R � Dai 6.SEF..ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 ..,,1J� BUILDINGS ON SP.EET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP YP '¢..�' 1'&2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED j CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY 1 SPAN AND DESIGN LOAD(SEE NOTES T&2 ABOVE). S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1496: (SEE PLAN FOR REDVIREMENTS) �- TYP TGP&BOTTOM yy j w R pp,3'}0q 7 WAND ZONE MINIMUM SEPARATION 70 GLASS o H 3 4 CJI ..._ _...-.�..��.-._ UNLIMITED WIDTH--^------•- ELEVATION '"N' SIARATION to CLASS (.� 4 6.25- __E%STING CLASS I,{SEE SCHETXAE ON SHEET it FCR BLAD£,y `'----� I'V OV MS SiFFT FOR SLD°_S(D& _.... ------------ --'----- _.._____.______... _.__._._____ _ '�r�. ,` ~� ALTERNATE OPPO jG GENTF MA7 tit'1 W/iStEXTERIOR ONLY) P. /1�i' ' \ k) AILD WZ'?4 OR 13S'' SEE NOTE 4 ABOVE) • , 1 .poi � ..----=-,_ TYP. SYTJIAETRICAL,�CENTERMATFS'7.1 2_u /\ / .—.-__.__ (aVISR¢"AirY. I ) V!/(2N OR — xr(as tseE NorE 4 ABOVE} "PLAN \ / TYPICAL 1; HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE L1A� SHUTTER* 9JTrorf 'T Win.,„ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' •' ,r 4/• e2017 n4T£Da,INC. - 02017 EASTERN METAL SUPPLY, INC. �+ p BERTHA HVTM �► . a'i 1 L �C d �N ■ ■ Accordion Shutter System • g H.V. BLADE #1 W/OR W/o H.V. WINDOW BADE American Shutter Systems REV.No DESCRIPTION DATE DRANK BY: LC Q; TILLIT TESTING & ENGINEERING COMPANY 4rAssociation, Inc. 1 OLD 15 085 07/27/17D.A1E: 07/27/n „" Cl•"'"•�" 6353 N.w.360+.St.,St,305,MRWQA CAROTIS,FLORIDA 3316 r �tla1K1�'Sew t' Phne;(305)671-15JG.GCx;{305)67]-t53t 4268 Westroads Drive 2 GRAYLING ND LS'1,"'•••••'"•t��,,'` C-mol;.1]1ee00e01.e0m West Palm Beach, FL 33407 3 r- EB-CO06719 17-107 ' wA(;TER'A.TILLIT Jr,P.E. " FLORIDA UF.B 44167 5SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 6'. 1 J3 Ax 0.035'THICK A; —YARIES INSTALLATIONS W/ � HV BLADE & HV CENTERMATES � 92.000" 15x•; Min,G-20 GAY.STEEL 2 M.A. at METAL STUDS AT 16'O.C.' W 436 INTO METAL STUD WALLS * o TD63' r-,_;_-______� ' --------' 03' o f 47'•' 3a 1/4"a NOMINAL I / 1 1 [pI ; 38 GENERAL N ND C NDT S US ALUMINUM SLEEVE /�- ~ i l t2 p x FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L7 974-x 6 fJ4"x RG35'THICK sAin,+`430 430 0 ' _ SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GAL", SIEV.TRACK CHMrvEL,10 6"D.C./• O 6"D.C.^. ' '+ '• o ASTIJ A-ri53 GRAI)F JC M;A.G-60 i - N , T-----j SEPARATION TO GLASS SCH�pULE GALYu;REP FASTENED zo STUDS 1 - T .._ Max. VI/(2}Q6xt/2'TEK SCREWS ON i tEXISTING FINISH 3g I - 1. MAX. A.S.p. DESIGN PRESSURE RATING: +75, - 75 (psf) .0 wrERIDR a ExtfweR FACE I As APPLICABLE ;H + a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I LENGTH t 1 ASTM E-1996 SEPARATION Ex+s430 I MI".SEPARATIONT1°" G 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS cuss--+�_- Ta cuss " --� (SEE SCHEDULE) I 43 .43b: �!4"0-2QX3" BOLT - 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 0 N � ') m WITH 21 ARRANGED A S METRICAL LAYOUT. 1" MUST PENETRATE 43c 1" i s USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3/4`x 2 1/4`k oA3S THICK Aon.i t_EX,STnRG FINISH 'I '+q INCLUDED AT. ITERIOR OR INTERIOR ACCESS SIDE OF GAIV.STEEL TRACK CHANNEL.' ,AS APPLICAAIE ' 't e 1 .25D•_I A ASv M-I'e I CENTERMATE. I ASTM A-653 GRADE<O KST 0-20 i , • I n GN,YAN 16 FASTENED T ED To STUDS 1 W/(2)16A/2'TER SCRE1•B De! i 43C +� 43Q 'T �Conr. lNTERtDR.(EXTERIOR FACE I t t I O X I y0 6'D.C. % O 6'D.C. \ Fx i `1/4"0-20 THREADS W' =`; 1 j2" —38 * BLADE SLACK DETAIL HVF Is ALsO vnuD FOR 430 1/4-0 ELCO CONSTRUCTION I `--- 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LONG HD COMPONENTS :AS i 1/2"r 0535"T11E vARIES'.�,� g 6- O,C. MLn.ASTM A-253 GFL14E a0 ? NeXt..,< Mlc.G-60 GALV.STEEL ,.•I 1,- ' �•-•••:i MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"a.C. in. ,:.:, I —EXISTING FINISH AS APPLICABLE SCALE: 3j8"= i` Cz-fp.TOP ti BOTTOM) "~ — s _ -.....___..__)'__— __ __ T �/4'<6 1/4'A 0.035•THICK Uin. ._ 7— —.--__-_-F _T—— LEXIS'NNG Gt.}S5 _ I :CONT.GAL".STEEL TRACK CHANNEL. - - - - - - - �ASTtA A 653 GRADE 40 lin.G fro "t - �• -- -"' '��"-' �-`Y !GAL"ANIZEb FASiENEO TO STUDS I`s SYMMETRYCAL r`:. I SYMMETRYCAL ; �N/ %1/(2)#6xl/2"TEK SCREWS ON 430 43b 430:..,,.. I '` CENTERMATES W/. I''.`:`'.:'' MIN. sEPARhnaN vnRlEs INTERIOR&EXTERIOR FACE I I ( CENTERMATES W/,- I I TO GLASS- 2' I i 1P . I I:. .. •.- •. (SEE SCHEDULE) MPx.INTERIOR E ' t _ L Z'�Iz ------------------------ ------- ------ -------------------------- ------ - - -- -- --......_�.b"(TYP.) --, IN , '1 30J(6"Mina -IN -` -----=------------------------------ --------------2 4--------------------- ------- -- -----------------------------------------\ ------------ ----- ----- ------ ----------- -- __---- ----------------_ ------ ---- ----- --- -------- -------- --- ----------- ------------------------- - -- -------- ---- --- - - J 1 2 ` 1 - — --------- _._._._. ._._._._._._._._._._.__rte._.— _.___._._._._._._._._._.�_._._._._._.__ _. ___.__._.______ _ _. --------------------------- ----- ------------------- ------------- - --- -r- - ---------------- -------- - _ t 1 i (z)42 Q 21 .. 21 ! 21 G_...21 L/... ( Loran o AT 12 - _ -- -- - _-`_-- _ _--- ---� _ ' _---- _ --'-- _ .\ _ _ ! HV HF�:DER/stll ENDS VIEW Y - --- ------ -- - ------ - ----- ----- ---------— --- --- -- -- -- - /- -1 2 -- 3 1/<'CTVP.) "\433 (6,.Min.) 24 --,--- i - SIDE CONNECTION TO TRACK (Cont.) —•. 6 1/2"(TYP.)—.._.__.� 7•_._.._._.. - 7"— -.-6 1j2"teAx.SLACK HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 03017 n1,rCCo,Mc. @2017 EASTERN METAL SUPPLY, INC. f '^C BERTHA HVTM l 7rEcoN7\ A.S.S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BADE ` American Shutter Systems S' 7/�j�•� r`z3 T(LUT TESTING & ENGINEERING COMPANY Y REVS He DESCRIPTION DATE DRArry Br: L.C. �� .�y�. 1 6356 N.•It.36•h.SL.Ste_:CS.�RRG'RK GV2DPtS,RO.C9A 3})6 Association, Inc. t OLD t5-085 7/27/1 DATE: 07/27/17 Ph—:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 !;RA,0-L-1 West Palm Beach, FL 33407 3 DRAWING No C',c`• COR10A:'��,1' ED 0006719 17-107 ,,qq' ••.... •�4. N WALTER A WELT Jr.P.E. A SHEEP P,E, SCA!�}ATG EJDATE FLORIDA u<:g:+127 5 6 2O OF 20 i ,rr ,M