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HomeMy WebLinkAboutProduct Approval r 'Florida Building Code Online Page 1 of 3 t � r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff { BCIS Site Map Links Search OI1.� ; IProduct Approval 4 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ye uat FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2018 Validated By John Henry Kampmann Jr. + Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-1107CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI„AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17_106 CERTIFICATION 0F1 DEPENDE -N-CE(1).PDF FL389 R9,_COI..,_AMERICAN_SHUTrER_SYSTEMSDRAWING 17_108,..,, CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 'Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389--R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(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 SHUTfER_ TE SYSM 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 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17=106_BERTHA HV ACCORDION SHUTTER_ Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389R9 AE AMERICAN SHUTTER_SYSTEMS ASSOC„ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Nezt 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: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 'Florida Building Code Online Page 3 of 3 ® R` Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOT: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D.)HAS BEEN VERIFIED FOR COMPLIA14CE IN ACCORDANCE WITH THE 2017(6th EOR10N)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NGT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. r� C F DESIGN WIND LOADS SHALL BE DETERMINED AS'PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE ABLE QF CONTENTS S BEINSTALLED WITH A DIRECTIONALITY FACTOR Kdm0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS II461CA7ED ON SHEETS 11 THRU 15. 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION,Ut.TIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO&S.D.DESIGN WIND LOADS AREA 1: HV BLADES l IJ& BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONE147S AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA M.V.ACCORDION SHUTTER SYSTEM'S ADEDUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEEP 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O #0214.01-03, #0715.01-03,#1004.01-05, #1214.01-05.#0317.02-06,#9609.01-10 AND#0210:01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE G;ANO HV WINDOW BLADE C14 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES I. 2 &3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (MERE APPLICABLE) -HV WINDOW BLADE @ 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND If 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. MV BLADE O' AND HV WINDOW BLADE 6 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 H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75'AND#14.1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELO,STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNAnNG 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 END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 3:6 AISI SERIES OR CORROSION RESISTA14T COATED CARBON STEEL AS PER DIN 50018 VAT"50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE•SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET to b. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AtSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ks;MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(1)&6 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 & THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458^179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE (Al ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A'VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HU CENTERATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE n 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,014E LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 24 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOICn0N WHERE PERMIT IS APPLIED TO. 13. (o)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.Q.,PROVIDED ME/SNE 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. t! OBTAIN PERMITS IN THE STATE OF FLORIDA (P)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (, SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE E14GINEER OF RECORD(E.O.R,)FOR THE PROJECT AND WHO WILL BE R✓?SPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER 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(Non High Velocity Hurricane Zane L1i1�4 JFJ^ 02017 TILTCCO.INC. 02017 EASTERN METAL SUPPLY,INC. ras >: BERTHA HVTM TTI LE G O IM� A,S■S,,+A,■ Accordion Shutter System Itv. MADE #i w/OR w/o tLv.vANDOY e.AC£ ? + / American Shutter S stems -t` TICCIT TESTING & ENGINEERING COMPANY Y Lv N PcscRlPnaN DATE 6RAm+rrr: L.C.L a Association, Inc. I OLD 15-985D7/27.1 ATE ml27 17 1� At 6355 x.w.3ea.s,,s1-.305.VR4en4 c,aoFts,r,010A 331# 4268 4Yestro0ds Drive 2 a� I Pnoee:(305)971-1530.Fc.:(305)871-1531 DRAWING No ,.c`,yy�� Til C` d e-moa:rtte00000:,eom West Pcim Bench, FL. 33407 3 1.x_1�07j [ {� `•-"��'_t�14L Eft-0008719 4 Q A� ++ 'HALTER A,TILLIT0067 Jr.P.E. 171f"'�I n.9RFan L;t.#44167 5 SHEET P.E. SFJtL-SfErltA1`URE/DATE 6 1 OF i Y -w.&AtIc iv VARIES — L49 I __2' Y 'a in PT `t\0l L 4.37. S.5 IN, HV 5� 22/1-0- STARTER 10,HV SOLID BLADECS!HV UNIVERSAL FLOATER .1 NOER US PATENT j 5453179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV SLADE(j) HV DIRECT MOUNT HV BLADE(D, CO�ClNI BY VV--R 6005-T5 ALLOY AND TEMPER QUALIFIED R I W/ HV 6063-T6 ALLOY AND TEMPER SLADE(1) -SEE LIMITATIONS OF USE OF BLADE @ON SHEET 19 6063-76 ALLOY A0 ER 6063-T6 ALLOY AND TEMPER —.3_226V .124i' .085* 2 6-70' 3 (TYP.) .57C .2.. g 7 it 84 2 Jo 4.1597- 12 5:.' 4.43V 1.375" L......................... _DO 7.? HV ADJ. ADAPTER WAIP _72" QUALIFIED FOR USE W1 HV HY WALK—OVER TRACK E20 L —A-226o BLADE(1) QUALIFIED FOR USE W1 HV HV TRENCH-TRACK 1.7S,' 6 HV M. FLOOR TRACK 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV BLADE ) HV RAINGUARD 6063-T6 ALLOY Al TEMPER BLADE(,_1 ONLY, BLADE(1'� 6063-T6 ALLOY AND TEMPER [C"QUALIFIED FOR 9:.�E W/ HV 6063-T6 ALLOY 1�al) TEMPER :21 VARIES BLADE VARIES 1.936' 6063-T6 ALLOY A 0 TEMPER 6: 083" 693 as±i pR3. .126 'Too" i I f i I I 14L F I 1: 1"..- j DIST ! U 16701' L K +a wi, -70"! 1.686' 670 2 . ffi} HV CEILING HEARER ('C3 HD CEILING HEADER/SIL HV HEADER/SILL I QUALIFIED FOR USE W1 HV BLADF."jONLY QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIED FOR USE V11 HV BLADEM; (ID4�. HD WALL HEADERJSILL 6063-T5 ALLOY AND TEMPER" SEE SECTIONS FOR V.ALIOI�� SEE SECTIONS FOR VALIDITY. QUALIFiEO FOR USE V/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Cl)ONLY. 6063-T6 ALLOY AND TE M A D T1 T2 X Y YT-- MN X!tri Y MN.1 1 n- 2' 2" 10.125* Is- HI '0.640- rl-8) 2' S,MAX. 0.192 0.192' ............ SIDE ANGLE M&Xj 1201 C ,D9 2,5' 17* go,10,190, CORNER POST 60ALIFIED FOR USE W/ HV ALUMINUM ANGLES UILIALIFIED FOP, USE W/ Hiv BLADE rl; QUALIFIED FOR USE W/ HV BLADE(71, 6063-T6 ALLOY AND TEMPER E063-TIS ALLOY TEMPER BLADE(I)ONLY. S"MAX.;T 0.139'10.131" 6063-T6 ALLOY AND TEMPER Coo�(Non High Vetocity Hurricane Zone: itIll"t�k 1% FLORIDA BUILD1111 02017 TtLTECO,INC. G 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System i L E7O�N�� A.-S.S.Aw KV. MADE #1 W1 OR W/O RV.WINDOW MADE T 5 American Shutter Systems DATE I DRAWN BY. L.C. Icy*N. ESCRIenoN TILLIT TESTING & ENGINEERING CD COMPANY Association, Inc. -1 CLD 15-085 D7/27117 DAM, 07/27/17 TA W00,IS,FL�VAI 3396 OF 4268 Westroods Drive 2 % P�one ra,:(305)871-153 DRAWING No -.0;Ot..*...— West Polm Beach, FL 33407 3 EB-0006719 4 17-107 WALTER kji]LUT:r.PX. FLORIDA LK.If 4 67 5 SHEET A P.IC_-5 E A E/DriE 6 2 OF 20 4_660�'- .745' -334" BAKED Ppto CAST BIKED.—TED t A GRE V ,�p SSIL 9 % W r_ 0`0 --A ....... 1.325' 6 .3 18" RAS N. ER -6 5 No C @ 11RM(owwr (CHRO.E-NATED) 211 TE PLATED) UALIFIED FOR USE W/ HV BLADE,I & ONLY ;221 HV FLOATING C E BY LOCK � HV EGRESS LOCK 6063-T6 ALLOY ANO I"fPE cuki IED FOR USE W1 HV BLADE I &Q/l)ONLY OUALIFIE.f�PR USE 1*11 HV QUA EEOiL?R U E W/ HV BLAD "q ONLY. a, ;d ONLY. 6063-T6 ALLOY AND TEMPER' 0i BY CORNER CENTERMATE.2 'VhIFIE0 FOR USE W/ HV 8-LADEUI ONLY 0 -250*as 6063-T6 ALLOY AND TEMPER PLASPC'HEAD Ta_ MOLDED 4.045-1.753" SO q 360'AFTER RIVETING BEFORE RIVETING 1/4"j9-20 x 3/4" 1/4"0-20 RIVNUT* S.S. THUMBSCREW W� *SEPIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN....... SHE NLR of^vc��L §.2 Of AVOEI Lj4§.2 ET w PLAN TORN,PARSIPPENY,NEa JERSEY 070 DUAL. FRONT ELEVATION d-8- HY MALE "T- LOCK CENTERMATE DE LOCKER FOR "T" LOCK CENTERMATEQUAHV ALTERNATIVE LOCK 277 ,I)ONLY QUALIFIED FOR USE ItIl HV BLAC BY FEMALE "T" LOCK CENTERMATE HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV OUTALIFIF.D FOR USE W1 HV SLADEC1)ONLY QUALIFIED FOR USE W/ HV BLADE(I"ONLY BLADE(�I'ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER,; W1IT4 BLADE 01 ONLY. ITL— T 14LIME)TURN CYLINDER OR -EY C-YONDEP, L --nn o 6! 6 1 0,875"M;r. %i .125'M... HD CENTERMATE W/ NO LOCKING ROD CZ HD CENTERMATE-WI ZOCKING ROD000 a I QUALIFIED FOR US 6A1 �E W/ HV SLADE(�I-& A QUALIFIED FOR USE W1 HV BL,%DE(.!:, A:) 'S INSERT -T T6 ALLOY 6063_ AND TEMPER HD CENTERMATE 6063-T6 ALLOY AND TEMPER VARIES. 12*U.N. QUALIFIED FOR USE W/ HI/ BLADECO&rl R: IT 1.130' 6063-T6 ALLOY AND TEMPER 1/2' CYLINDER .00 OR KEY —17 Mir.1 CYLINOr '1 1.76*M... LQCI<iNQ ROD �:4) HD LOCK —3751. —/4 �D.Al inED FOR E HV L' CI 6 HV 3/8"0 1 6 AC ET L W 1/4" .9-29- AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2335 RCOK EOLT LOCK, HV 6063-T6 WILL ALLOY AND E EMPr '� ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV SLADE(l)&- P_ Z� 3 STALLATION 'ECIIRF 16 HOLE THUMBSCREWS '�51N DOI-: QUALIFIED FOR USE W/ HV BLADE? LED AT! TRACKS FOR PROP) co FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, EMBEDMENT QUALIFIED F0R,Vg,7jj.0 BLADE 02017 nl-11:00.INC. 02017 EASTERN METAL SUPPLY,INC. EN" BERTHA HVTM , Accordion Shutter System 11LIEC A.S.S.A. KV. BLADE #1 W/OR W/O RV.WINDON BLADE American Shutter Systems ;Ev.No DESCRIPTION DATE DRAWTV By. L.C. TILLIT TESTING & ENGINEERING COMPANY Association, 1 7/27/17 DATE: 07/27/17 1 • STATE OF 3' 635t T1-36th.St.SI.WS,Wn�-G4RDENS.�OROI 3316f nc* I OLD 15-085 Ph— (3(15)871-1530.871-1530.r.,:(3O5)871-1531 4268 Westroods Drive 2 DRAWING No —el:vit-0137190-- West Palm Beach, FL 33407 3 fa-00 If WALTER Z TILUT Jr,P.E. A 17-107 0 FLORIDA U'.f 44167 5 SHEET RE"IDME 6 3 OF 20 ASSEMBLY SCHEDULE IV (D HV A 12"Tivi U-6 NCE .0625" 41 @4 HV BLADE I BLADE T P E GE - IHV WiN IN BLADE or,25- 0625 .0625- HV BLADE IA BLADE'S 5"f OPENIN Y 0 [IV LONG RECESSED NYLON BUSHING KNUCKLE 1 0625 (TYP) 39 HV SHORT RECESSED NYLON BUSHING Rl.!7S FLAT PORTION i TEMOR 37 400 HV NYLON HAT WASHER OR (9 ".ff _x - F-151-- bi HV WHEEL CARRIAGE AISI 302-303 SERIES C.4, 02.815/0' x "X3/16-THICK NYLON WHEEL. 0.570 2 7/8-ww Hv WINDOVI CLEAR 0,188% AISI 302 SERIES S.S. RIVETS SEPARATION d --- - BEMEEN Or ----A BLADE L cilENINGS I t SE 04 X-1 ......... T ON CENTERS R I HV 1 3/4" ACCORDION PIN #8 HEAD EXTERIOR T I E 1106,�- (D X I X 17500- H11 2 3/4" ACCORDION PIN W1 #8 HEAD 4(D_ 114 @ CLEAR -EENI TYPICAL T !IV WINDOW POLYCAR80NATE IMPACT--RESISTAN i"ps HV �INQQW BLADE AND 'POLYCARBONATE HV WINDOW DETAIL (D OR (R IV L or @ Ell (D OR (a IMPACT. 1 IV wjNg)O NOTE FOR MAXR9 03 N 0 YCA� Wolu 0 BAYER I�RCLON ATE JRE.ESTS) J RESINS, UV-STABILIZED GRADE OR SABIC 12-wl.CiLcArz-ice HY.PIN REQUIREMENTS AT EXTERIOR SLADE KNUCKLE FOR TO BLADE SOn)M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F" ON SHEET 19) HV M—HVClA) (a)OR (9) MC) (1) HV PIN (9 2 PSHALL ALWAYS BE USED AT ALL EXTERIOR W BOTTO\,i KNUCKLES OF HV ACCORDION SYSTEM W1 HV 0 OR ...... POLYCARBONATE SOURCES FOR j EXTERIOR I ~ABLE RMT HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY I- -��C.VES N.T.S. HV PIN @OR g AT RErEFCNOE (2) i-IV PIN (9 MAY BE USED IN LIEU OF (0 AND ONLY AT EX, 'OR BLADE'S KNUCKLE. EXTERIOR BOTrOf44 KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D * SpEollc OwV., 43 0792 ac0.0-3 (SEE E NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "H", SHEET 7. REQUIREMENTS) .048=, z F- 'ElliME A,Stv vs." 9..00 TYP rUXURkL SIRV.-TH Al T.-W ASTu Mir 12=P..L 13AW l.lL (3) HV PIN @ OR @ W/ 1/2" O.D. 11/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. OTO.rO UCO AS.OM .8 K-A, 0 SHEET nw WHEEL CARRIAGE DETAIL TV SNO�.E VE�1� ASTM 02EA3 "a x 61.6 1; Al �REMULY LAYOUT WE Or 6UR-4 Aslu P.M C-I CLASS C-I CUSS OF 01929 10.0 7 9e0 1kT w' cl55 TLISILE STRENGTH AFTER�CAIKWNGI ASID 630 9302 seliI-J. J) HV BLADE SOLID & 11 HV WINDOW BLADE DETAILS TENSMC STRESS allalE ASI.039 . 0-61 IaL , Ste, H.T.S. x Til FLORIDA BUILDING CODE{Han High Velocity Hurricane Zone: 02017 TILTECol INC. 0 2017 EAST ERN META! SUPPLY,INC. BERTHA HV,. A TL Eco A Accordion Shutter System INC. . , . RVBLADE ADE #1 W/OR W/O RV.154thDOW RAM / SS TILLIT TES American Shuffer Systems N OESCRIPTI DATE ORaIVN BY: L.C. COMPANY sisoclatlon, Inc. OLD 1��085 CC TING & ENGINEERING A ON 67/27/17 BATE: 07/77/17 OARDENS,FLOIiZA 331& G OLD '57 4268 Westroods Drive 2" S,.S�.-10S.-M- (305)87 DRAWING No Fal -1-3:tlt-ftol— West Palm Becch, Fl- 33407 3 E9-cW67 g 4 17-107 WALTER A MalT 4,P.C. FLO;i*A U..#01677 �5 SHEET SEAL/SIGNATURE;DAT£ 6 4 OF 20 P.E. (-L3)-0- F-91— - *NOTES ON HV LOCKS AND CENTERMATES A 8 C • -;L4 1. UANrTATnRY CONDITION LL-ONE HV LOCK�or ZO SHALL BE USED XI 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE LOH BVW AND FOR INSTALLATIONS AT ANY H OCK or g2 OF SHUTTER SPAN FOR SPANS UP TO 105 ELEVATION. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO I�jl OR# n 1, X nf I h.1 I n I I n I I n I IT I IT) CENTERMATES W/(2) 1/4-0-20 x 1/2* LONG FLAT HEAD B.S. M.S.LOCATION or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1F DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO Hv UWS q1p"Z5 W6 BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES tl L F OR 222 SHALL BE AS INDICATED ON NOTE (1) ABOVE. i "U�°�r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. E 6.L_y I I / V vo 3. OPI]ONAL CON0171014 42 MILD ONLY WHEN 0 F cc -V J2 LIL LOCKING RODS 5 MIRE NOTTAED AT HURRICANE POSITION, BUT MAY 4 Be USED WIM H.V. LOCKS), SHUTTER PERFORMANCE. LOCKING RODS 13j OR AN ALTERNATIVE DEVICE U",-4-0 DESIRED TO ENHANCE MAY ALSO BE USED AT STACKING POSITION (Not,, HURRICANE POSITION). fj A v 4. MANDATORY CONQMQN #2,ONE Kv LOCK'2-yCg'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(!?�or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S, M.S. TWO LOCKING RODS 6-5 AT TOP A BOT'IbM 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. alp 5. NDATORY CONDITION 01 W1 SYMMEMICAlCos MATES a, OR&'91: ONE ALTERNATE KV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 2��-or U FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 6-6 MAY BE USED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBSCREW TO fl'OR 0-CENTERMATES SHALL BE MADE w/ 1/4"0-20.3/4"ALUM. S RIVNUT AS SHOWN ON SECTION NUE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TV aLOCKS AT 1/3 OF H SPAN. zg SHUTTER r.} 6. MANDATORY GONOTTtON 63 FOR KEYSTONE MOUNTING,INSTALLATIONS, ONE HV LOCK�� or 23 or�6 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 or 0 MAY BE USED AS AN INSIDE OR 11 1 11 t I I 1 4 1 IN 'I I I I if it I L- TO 96-,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK f3 or-2 T--V I I I I Ily V II La OUTSIDE LOCK, ATTACHED TO Ifl,or g SYMMETRICAL CENTERMATES W7(2) 1/4'-20 K 1/2"LONG FLAT HEAD B.S. SEE ENu, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Or LOCKING RODS�W/43 CONNECTION OR 33 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON &I SHEETS.10& f8 TTP. FULL *NOTES ON BY "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER unMIEG DT.---- I MANDATORY rnNnfflON #I VAUD ONLY FOR RV 'r' LOCK AND CFNTERMATES AND CENTERMATE ONTE,ALTERNATE HV 'r*LOCK 66 MAY BE INSTALLED IN LIEU OF W LOCKS 1+OR aS FOR ANY SPAN AND Ck.,(6 I"ALLA ON AT ANY ELEVATION. ALTrRNATE LOCK�,iB MAY BE USED AS AN INSIDE OUTSIDE LOCK. ATTACHMENT OF LOCK ED INCLUDES USING REINFORCING LOCKER 0, . AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE R W/ 1/4 -iO . I i 121-1'a CONNECTED TO CENTERMATES CA AND 2 -0- 1/2"LONG B.S.THREADED SOLT W/7/8'0 . 3/32" WINGNUT OR IV/ 1/4-0-200"CA A 1/4'0- 5/8"RrVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' f C7- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS BOTOM I —Ql-f - -EO TOP AND S MANDATORY. @•68!-31 '•U8--- 8-j,-7' *NOTES ON HD ENTIERIVIATES: a2ihFM'3i W/iIIA : ONE ALTERNATE HO LOCKi3_4 MAYBE USED IN Licu or TYPICAL J) HY BLADE SHUTTER ELEVATION HV LOCKS( OR 121 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK%�-4)MAY BE USED AS AN INSIDE OR OUTSIDX LOCK.ATTACHMENT OF HIT LOCK Ia TO C31 IS W1.3#8 .318-F.H. SS.M.S..AND INCLUDES N.TS. REINFORCEMENT INSERT 3M'AS SHOWN ON SECTIONS HDS-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM 8ELOW_OR ABOVE MIOSPAN.USE OF LOCKING RODS ig,IS cokiftcr,-LY OPTIONAL. FLORIDA BUILDING CODE LNon High Velocity Hur-r—;c-o.-n-e-7—one' 02W7 EASTERN METAL SUPPLY.INC, 02017 TILTECO,INC, BERTHA HVT9 11LIEC o Accordion Shutter System ., ASSA . . . 0 H aADE#1 W/OR WIET H.V.W=W RAX American Shutter Systems qEv.N. DESCRIPTION DATE DRAWN BY: L.C. ATL DTILLIT TESTING & ENGINEERING COMPANY DATE: m z7 T7 M5 M..:69,5t.S..205.IRV=C+w-�s'fLo'ke.3316 Association, Inc. I IS-CES 0712711 N,— (�05)871-1$30.P..:(305)871-531 DRAWING No 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 ........... E -0006719 17-107 4 /0NAL IIUERS.4'.1wt Jr.P.E. 5 SHEET p.E. !iz7S1Uq4fU"RE/DATE FLORID.Lic.j 44167 5 5 QF 20 A r--CONCRETE ANCHORS POURED CONCRETE ^ POURED (SEE SCHEDULE ON OR CONCRETE BLOCK/ POU ED CONCRETE-•- 1 REQUIRED I/CHINE CRE S.S. CONCRETE \ REQUIRED ! SHEET 13) — -._...... CONCRETE ANCHORS 1^L!ACHIHE SCREWS REQUIRED ` _..—_ _ //''��pG,q F —(SEE SCHEDULE ON t wJ 1J4'-28 r'--'�.""!y'."""— CONCRETE ANCHORS ^''\;'- 18 R4J1tEY5,OME(SEE MSUNT'IG©ON SHEET 77 .�A/" SHEET 1}) NUTS C 12.O.D. •'•.�, (SEE SCHEDULE ON SHEEN 73) Jrf r Mtn. 1/"0-200/4*S.S. r- 6 ..._EOEO +12 OR(f 4i \' � _ _ 1 EO�� EO 4ACM7:E SCREWSt` ✓ r•--`''� _- USING i/4•-20 NUTS _ 19 1 i iiI -'i 1/2 / 1 G 12'O.C. 1/2 1j2;= x.250'Maw. t ___ _ t3 OR T5 i I' l'.�OR 15 E.O.w I t I I ° :E.IO.• I )-i_/ 250' 4 IT OPTIONAL e w ' 1 ?,7 I ` -OPTIONAL ( To SAW(SEE S E: II i To aus @z SCIECR wM-s.DAN i F ♦' t I j; IAN. SEPARATION TO CLASS „NTMI LCAD[:TjAN) I 11 `1)OR UAB '�, LL Eslsnac -_._._( fk+•sFEi,s rrn --•- 7� GiASS SEE SCHEDULE ON SHEET iI)-.— E )y. EXISTING grps Qy3d 4 '._ MIN.SEPARATION TO GLASS 2 GLASS--s I.1_t�•__�_h(. (SEE SCHEDULE ON SHEET 11) I ....___..._ ......._..� .. i; ExiS7HG ' 1 r ' HV WALL HEADER INSTALLATION Aj HV WALL HEADER INSTALLATION -' HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I.tRT.SEFARA.TION TO GLASS I, j GLASS--- � ApAMjt i ;� ^•,♦ : y '-`•"(SEE SCHEDULE ON SHEET il)-�� I y7 f--'0 To crs(na I � 'IJOR lA' i MIN.SEPARATION TO GLASS .. � _ _ EXGUASG-� i I Illi C1A55 i,��%133SAME) i{. I (SEE SCHEDULE ON SHEET n) I r I w ON SEET IS Pok 7 latl ' I III;I EXISTING 11'{ 1 i I/ ;^OPIONAL. j .E.D• �� , E. Q.+ / '_M1_, L, _ !Mox.J H, I4 Mpw. 3 } I r^a=ttOtTA! _i i / / �'-° 13 OR 7 5 E.f +' rco 1r' \`--`Z}OR�4� f`__ {f `'••t -20 3f<•S.S. f. / CONCRETE ANCHORS y^ t0 ` 20 NUTS S SI G.C. -�'" 7 t/4'o-20x314'S.S.PHILLIPS l...EO PHiLUPS TRUSS HEAD /, t I MACHINE SCREWS USING i__..c_._. ,_ ONLREIE ANCHORS ,-_TRUSS HEAD MACHINE SCREWS .e:.........:,C�..:..�__.__... __ aR 18. 1/4•- �. -(SEE SCHEDULE ON rt/ 1/A--20 NUTS+& 12.O.C. 1 r POURED CONCRETE= SHEET 13 (SEE SCHEDULE ON SHEET 13) i` '` M'a OR CONCRETE BLOCK ) POURED CONCRETE OR CONCRETE BLOCK ,___.._-._.._..:}_. ._.. ' `,�CRCTE ANCaeDRS REQUIRED 'HALL REOUIRED /'\ (SEE SCHEDULE ON t0: HV WALL SILL INSTALLATION POURED CONCRETE__J SHEET 14) F�HV WALL SILL INSTALLATION -� OR CONCRETE BLOCK HALL REQUIRED (g) HV WALL SILL INSTALLATION L1pTE FOR-Q NATI N 'F S TI('JS° INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER + T` 0, EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 1 ASSEMBLY H V B LA D E 2- MOUNT114G SECUONS CAN BE COMBINED CSEE SPECIFICATIONS ON SHEET 13) BLADE tAt Ol,S!tEL� t9 IN ANY P1AY TO SUIT ANY INSTALLATION. J9F is. FLORIDA BUILDING CODE(Non N;gr, Velocity HurricaneZone: Zan ^ r rp 02017 TILTCCO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTlA 7 A■S ■!i■ Accordion Shutter System p j.w ECO N c. KV_ RADE#1 w/OR W/O H.V.WNDOW MADE d�' 'j7 ;'•Q m TILLIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems .H aESCRIPTION DATE DRAWN BY: L.C. Association, Inc. I OLD 15-085 )7/27/17 DATE, 07/27/17 C -.�i?• t �4 t 636=H.ri.36:t..si.,sly.36±.ucoNu O"'OD'S.nOR"3316 p T 4268 Westroads Drive 2 1;�--•- ..... Phone:(305)a%1-7530,rox:(30S)A71-1531 DRAWING NO tt11tt}}�� {,q�? 1i x-p+.a:tilt-cppL.- West Palm Beach, 7L 33407 3 17-107 uttJ(���,F1, Irk' EB-0006719 ^^rr��r� ♦,•° WALTER A.t1G.TILLR.r.P.E. A R` `rr` rLORDA #44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 c• M thr;.SEI.WW POURED CONCRETE ANCHORS 13 OR IDA;* CONCRETE (SEE SCHEDULE ON SHEET 13) So TO MASS ISSE EXISTING (,I,To GLASS "lEIXXE CR SIM GLASS SC.M�U:aq, RFOUIRED .f.....-.o....... .......... EDGE OF FM MAX O.Sowi. Sw SLAB IF D,v APPLICABLE EXISTING T� GLASS—; ALTERNATR N EXIS E 0 ANCHOIING ED- LOCATION 0X3/4'HEX WASHER HEAD OR 13 OR 3/8 ifN. TEX SCREWS.0 12"O.C. EDGE OF CONCRETE ANCHORS SAAB IF EO i APPLICABLE (SEE SCHEDULE ON SHEET 13) EO-LJ ECCE or SLAB IF EXISTING EDGE or—. A APPLICABLE GLASS----� LAS IF EDGE OF i ED SLAB IF ........ UCABLE POURED CCZtT� FLAT HEAD CONCRETE ANCHORS 10 a-ASS(SEE APPLICABLE POURED vkcxu I$ E. ,I- -T CONCRM-j / (SEE SCHEDULE ON SHEET 14) E.-,X —"' -ul�l HEAD CONCRETE ANCHORS REOuiRED M Say's;M OR CAI CONCRETE uRREQUIRED Lf REQU;RLD —.E..0.. L—E,0. (SEE SCHEDULE ON SHEET 14) ((j TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. (B� HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE #3. SHEET I I G EXIST,.(; CONCRETE ANCHORS CLASS--, SUXTRX To tRwss F 01 SIPA'tA`- it (SEE SCHEDULE:Cd� SHEET 15) 1/4-0 irw BVJL-X TAPM:W/ to (D— I CLASS-1 GLASS FAM.ERS TAPPERt ANCHIJRS W/ v, MAX. -SPAE— st:�. WN.EMBEOtAlot 0 6' El ASWAN=NREADFWJ EXISTING i EXISTING CA 1/4-0 POWERS EXISTING GLASS--t yi^HII OCI 314 FOR, rD V D.C. UP to v v SPAN A. FOR SPIWS LMCER THkl II -6'UP TO 8'-G'W.APPLY-7 IWAD �p�1411111 • SEALANT AT rW)W T� i AA• ('P.)(S'E NOT[t C, 0-1 SHErT U.TATICN�y HEX IE % MAX. N OREI flOx3/4 WASHER HEAD _TEX SCREV6 CONT.SEALANT 0 T2"0.0. #14X3/4* HEX I T/ USING 1/1'-21?14-ITS aOvJ4'SS-�S EX SCREWS S'O.C. #11..3/4*S.DA T S.S. RS 1/4-] N Y CONCRETE A14CHO OR /4-0-20 7 D.C. NY/NUT 0 9"D.C. r (SEC SCHEDULE 0 / SHEET I') ».-----r?? ----`-` \�OQWNG NON STRUCTURAL z 'lioo- -zg; g 5-1 - OR rs L , E.D. SILL) EDGE or w+ti Ta IF #14X3 4'F.N. S.D.S. t z a 9,O.C. PCURED CIXICAETE 7/8 APPLICABLE CONCRETE ANCHORS \-SEE NOTE 13'b) REQUatEG POURED rtmfREIC--� (SEE SCHEDULE 0.11 014 SHEET I P -SEE NOTE 13(tl CURED CONCRETE--� ON SHEET I OR CONCRETE BLOCK SHEET 14) Or CONCRETE BLOCK REOWRED RECUIRED (�) H V WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION MAXIAbv&SO.CKSrr:PRESSURE,t6t.-n Pit OP7IONAL POURED —M)KEYSTONE MOUNTING INSTALLATIONC014CRETE "O.U.S..TTER a-All W-0, 4"'J;'0 AINGUARD INSTALLATION t NMI 0.OF SlCTIONS' -- t THIS INSTALLATION SHALL BE C I TION E DISTANCE REMOVABLE WHEN PERFORMED SHEET 4 R TYPICAL SHUTTER CATIONS ON SHEET 3,1 ADJACENT TO AN OPERABLE EXIT 0 SEE Lif.A'LTA.TIONS OF USE FOR 1- SEE .0 OR ENTRANCE BLADE LA)ON SHEET 19 ASSEM.SLY SPECIFICATIONS INSTALLATION DETAILS WZ (f) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED Cry IN ANY WAY TO SUIT A FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: ......... -'A- 02017 TILTECO.IND. 02017 EASTERN METAL SUPPLY.INC, yV �\r-ENi BERTHA HVTM ,t 0.44 Accordion Shutter System 717L E C 0 ,Nc. A,S,S.A. KV. MADE#1 W/OR W/O H.V.WNIM a-ADE % Shutter Systems �Cv.0. OESCRIPTION GATE DRAVIN BYz L.C. American TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/17 GAT-�. 07/27/17 tta e-.-I-- .,-A--. 4268 Westroods Drive 0 Phone Fox:(305)871-1531 1 DRAWING No ti -oh;WI.C.Sae'. West Pol"i Beoch, FL 33407 3 !.rOPI A L E8-0006710 17 107 WALTER x TILLIT Jr.P.C. FLOR.-DA 1:..1 44)67 SHEET P.E. SEAL/SIGNATURE/DATE 7 OF 20 SEE END WALL CO ON SHEETS 10 IS SEE NOTES ON LOOKING ROES 0,NV LOCKS(j) AND ALTERNATE HV LOCK 0 0.4 SHEET S. Fo-U-T� —EXIST---CLASS INSTALLATIONS WZ (I HV 5*AOE SUCK DETAIL HVF IS VALID FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITIt BUDECD OR U, SEE END WALL CONNECTION @-0-3- ;=EXISTING GLASS DETAILS ON SHEETS 10 & lVt., 0 . ..... 2 Soxo'-2 7" 6 1/2- (6063-T6 ALLOY) U QPPQSINQ I ANGLE Vl/(2) 1 A--TAPC Mq' 7RYCAL MICNORS CONCRETE CENTERMATES (TOP D CIA) CENTERMATES MIN,SEPARATION S W/ HV.LOCK a�!�r 4S TO GLASS (41,1,C,1/2- . S. TU S.Ms.0 12- CE SCHEDULE O.C.FULL LEN04T. W/ HV LQCKZ:.—,-R-1 AT EACH ANGLE. ON SHEET 11) 35/ IN 5 \ • L 01 2 24 -co L HVB FOUT] HVQ HVA A 0 EXISTING CLASS POURED CONCRETE OR CONCRETE 8LOCK WALL RED 0 0-@-(D- T r SYMMETRICAL f—CLASS =1N SEPARATV)g EXISTING @ TO GLASS I; !SING CENTERMATES . : ! @ (SEE SCHEDULE —j LAS TIONAL K ON SHEET 11) W/ HV LOCK (96 (INTERIOR) )JIM.SEPARATIGIA, S'EDLASS J3 .G LE =1N OPTIONAL ON SHEET 11) (INTERIOR) -—-—-— -)(111'T�El Fo—UT I �C0.4CRErE F:ff=i. los:D.C. ---'035 (D (D2 N e, F-= 20 0 OUT i/2"MAX. SL)�C—X ! �)5 ',EXTERIOR) H V E HVF** H V D ."Jif V 0- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 EASTERN METAL SUPPLY,INC. 02017 TILTCCO,INC. BERTHA VTM R- V; 4�1114o Accordion Shutter System ZI i ME C 0 ,,-, A.S,S.A, KV. MADE #1 W1 OR WIO KY.WNDOW aADE American Shutter Systems REVe No DESCRIPTION DATE GRAMM By. LCo TICCIT TESTING & ENGINEERING COMPANY C. I C! 15-085 57/27/1 DA7C- 07/27/17 Association, In (105)371-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No best Palm ..I I Beach, FL 33407 E;0-0006719 17-107 '01VALVINw," WAVIER FLORAk TILUrJ.P.E. OA V�.1-167 SHEET 8 OF 20 P.E. SEA1 S 54;TURE/DATE ALTERNATE, INSTALLATION W/HV 'IT" LOCK 9j:01 HV MALE FEMALE 'IT" LOCKS CENTERMATES a8) Ta9 & LOCKERS � WZ M HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (J-) HV BLADE F0--U—T1 =1N DUMUG GLASS WZ HD CENTERMATES Q)S�Ck DETAIL HVF'IND;CAIED ON SHEET 6, As Ozt!AS'RIKIISIL FLOATING BLADE 0)DC1.1.Voo-ff"D "CATED ON IX THIS ALTERINT IHSTALLATION THIS SHEET,PJAY BE USED AIL CONNECTION----I DET9L HVG SHOAN IN THIS SHEET_ 19"RIVSHEETS 10 & 113 % 10 (6"2 Is or) 35 (ono"AL) SU.S.to Tjs-. 1"'3/4-SNS.0 12- 3 AT okof f-) a..Nu mcm. '4 =�Nms(rrP.j SVAOT IS /(WHV "T" LOCK (INSIDE) F(D +-7-1 r-f f N Lw 5 Sir % IT @-,1&32 1 011,032 31 OR@J 2 SEE NOTE 6 FOR OC --1/4" 0-20 x 1 1/2" S.S.M.S. HDC—MVC 7'LGCX ON SILF.Ft w 1L� W/ 7/8"0 x 3/32" WINGNUT. (opwnA)HDB—HVB OUT (9HV "T" LOCK (OUTSIDE)-- SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES OR _ Nj �Y/64 LOCK (EXTERIO LOCK__CL ER" - _ t SERIES-,A ALU-r- hVG* (2024-T3 41DY)LARGE'LN'E'H SHEET1.117SERT.PART I"'o. AS VANUFACTURED By A"DELCHERRY TEXTrr1N.PARSPI'aft,NEW JERSEY @-&@ 07051 OR EQUAL. f'C wry.! `; f��.. ##UNM1tRSV.ROATIN:BJlJEQ(D M I.VeS 0.1 IOC-C—3(b I HO COCKS ON$-EFT 5 '_ l:f 1 -Y.==="=� TET.L-00-4 IS vx,o mg AIL csI.-5 ok-m-n-H ELIC!(D 1Z V HDD—HVD** FLOATING STACK A. FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone: 0201?TILMCO�INC 02017 EASTERN mLrAL SUPPLY.INC, BERTHA HVTM Accordion Shutter System HV. MADE#1 W1 OR W/O N.V.WINDOW 13LADE / AS.S,A. i7iLt. C 0 American Shutter Systems !EVo No DESCRIPTION OATE TILLIT TESTING & ENGINEERING COMPANY 17 ORVIN BY: L.C. .35H.W. SH'.:Io5'VIRVIA-VFUORDA 331 ENS' p. Association, Inc. I OLD 15-085 )7/27,1 DATE- 07/27/17 ORI N 5 A 4268Westroods Drive 2 Q6" .........�' Ph— (3Q5)871-1530.Fax:(305)871-1531 — DRAWING No West Palm Beach, FL 33407 3 IONA L tS-0006719 17-107 WALTER A.TILLIT Jr.P.E. FLORIDA U..#4-167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE* I, ......... OR CONCRETE R CONCRETE C "CRETE BLOCK WALL BLOCK WAIL REOUIRED ........... • CLOCK WALL REOURED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS —EXISTiNG GLASS —2-L CONCRETE ANCHOR' —EXISTING GLASS VW.— EXISTING GLASS ONCR 0 16"G.G. I y - -.1.1./1—— MIN.SEPARATrN 2"MIN. TO GLASS(SEE • SCHEDULE 0%VIT, IM,SEP'ARAnGN LtM SERAPATIMI I I FOR ELACE OAND TO GLASS(SEE ED ED TO CLASS(SM TO GLASS(SEE SCIED.JLE ON S-09 MAX— ON'-41EET 19�-GR SCHEDULE ON 5!4EET ON SHEET iii IQ ANG I I FOR RACE(DAND (6063-T6)CONT, BLADES(D& 11 FOR 11 FOR ELAVE a)AND (Lo tt* ON SI'm 19 FOR ALUM. CLOSER ——EE7 19 FOR 1 12: ON SHEET 19 FOR aA= (LOCATE AT al.ADES(1)& PLATE. (LOCATE 1/2": EITHER SIDE i AT EITHER SIDE MIN OFO) MIRA U 1/2-MIN. ! , 1 4-USE I'OR 2'1,W. I . I OF(D) ow i —A (AS APPLICABLE)x2'xI/8"%O'-2" jloxlj2"S.m.'s. 0 1 6"O.C. ALUMINUM CUP ANGLE 16' (6063-TS ALLOY) AT 1ADHEIGHT 810XI/2"SALS, TO(D& /4'0 TAPCONS ANCHORS 10 LL AT I"D.C. z SEE DETAIL X FOR—f (LOCATE AT i EITHER SIDE OF(K)) SIDE CONNECTION OR (I:D)OR & OR SEE(DETAIL X FOR TO TRACKS SIDE CONNECTION SEE DETAIL X 4 To SIDE CONNECTIO TRACKS TO TRACK @ @ -610- o'S�-7.�(2 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECIIQN—QETAI I I@ POURED CONCRETE 09 & REoWRED ONLY FOR SPANS GREATER THAN 12'-0- CONCRETE BLOCK WALL 7 EXISTING GLASS EXISTING 0-11 RED ED GLASS ------------- s �s --------- MIN.4ARAMON y ID GLASS(SEE 16" b I&I SERAPATON (K)ORgOR@OR SCHEDULE 04 SFoDZT TO'GLASS(SEE 11 FOR RLADIFIDAND CONCRETE 1/2'MIN. SCHEDULE ON SHEET ON SHEET 19 FCR ANCHOR 0 11 FOR BLADE 0441) OR@OR(9()R@ CONCRETE B-ADES(1) 12,D.C. ON SHEET'S FOR OR CONCRETE q 'ED CLAU 9 16 N —1,2-MIN.— D.C. 7ED -00R®OR(BOR GLADE ON S V 2 114 I'l SEE UIAIT.TDUS I'.I' 2 MIN. 0 USE OR@OR(!)OR(90R(D OR PLAN (3� DETAIL (D OR & POURED CONCRETE OREND INSTALLATION CONCRETE BLOCK WALL10� HV BLADE ��HV WINDOW BLADE INTO REQUIRED CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ECTION DETAIL FLORIDA BUILD111 CODE(Non High Velocity HurriCone Zone', N .2017 TILTECO,INC. 02.01*1 EASTERN METAL SUPPLY,INC. BERTHA HVT. Accordion Shutter System 11LIEC AS.SAs H.V. MADE#1 W1 OR W/O KV.WINIXW R-ADE American Shutter Systems M H� DESCRI111.11 I)ITI .'I.'-11�- L.C. TILLIT TESTING & ENGINEERING COMPANY -085 �7/27/11 WE. 07/27/17 635 Association, Inc. I OLD is ho.. (305)e71-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No ....... —.& Wes, Pelm Beech. FL 33407 —3 E13-00067ig 4 17-107 ---,70NAL t WALTER A�TIU-17 Je.P.E. ""....to", FLORM.U..f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 �HEDULE '�2 SCHED _E #3 MAXIMUM.. SHUTTER SPANI' "L+" OR "L MAXIMUM SHUTTER SPAN* "Lr" 'AAXIMUM SHUTTER SPAN*"L+" ""—" 1NSFA ATlON N07ES: (ft.). FOR INSTALLATIONS W/ �� OR "L-" {ft.) FOR OR '•L-" {ft.} HdSFALLATIOhlS L ND CENT RMAIES @ & INSTALLATIONS W/ W SYMM RICAL CENTERh CONCRETE & WOOD (t) t.+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN V!/ ONE H.V. LOCK Q� ar ore�ar ���[TEE���(ES,�� \ FtANSORY POSITIVE A.S.G.DESIGN PRESSURE RATING. `n�-�' T & Wj ONE FIV LOCKS t-; ptA%, ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK (9'N/ NO LOCKING ROD or ONE HV LOCK or or OR W r!0 LOCKING CENTERMA7E 28 £ 29 Wj ONE W/ NO LOCKING RODS j WAIL A, B, C, Q E', M, N, , P, G, A.S.D. GESIGN PRESSURE RATING. �,� + ODS MOUNTING F. K u l R. S. & v C-T- LOCK 30 W/PNO LONG (SEE NOTES ?•tt) (VALID FOR MOUNTING QI RODS 35 TOP & BOTTOhd MEE SHEET 7) FLOOR CEILING WA PROCEDURE T( DETERMINE MAXIMUM SPAN FOR it 7crr ++ /� CONCRETE&WOOD MOUNTING G, H, I, Ii, J T. U, yr & y, WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCR7;,fe W00Dt LN5TALLA710NS V COEICRETE & M GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, u+0151 M11M tNSiA;ARO b.DEM ASA,cf51•di S.D.A .SUR?GR ASA,DESIGN INSTALLA71OrlS raEssuaF WALL IAOtR)TING n.40R CF41NG raL55unC WILL MODUARe rREMNl DETERMINE MAXIMUM SPAN •L+"FROM SCHEDULE. OR ^ATI"G MOUNTING a' G k annNc FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (,.J.) tr.s.tJ FLOOR/Cowo UOUNitNG (na.f.) LL (.ca-) i•Da-) I. Oa-) -„.FLOOR l7yt MOUNfiNG DETERMINE MAXIMUM SPAN "L-” FRO-PA SCHEDULE. L f (IIJl-(n) L 1 (fl) L-.(ft) L 1 (rtj l-(IIJ L 4 (!!J l-(It) V MAXIMUM SHUTTER SPAN 'L+"UP. "L-" FOR 30 OR LES i6'-O' t6'-O" ,i6'-0" i6'-0` 30 i6'-0" 16'-0" _ 30 16-0 -a I6'-0" INSTkttATi0ri5:HTO t'tGCO SHALL$E LIM' TO FINAL MAXIMUM A!IOYtAE3LE SPAN S$EQUAL TO THE 105 PST.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN l.+ AND "L-". t5'-2" 6'-0" 35 t4'-10' t4'-Io" X35 ts'-2•-m 16'-To" AO t3'-to" i3'-10' t4•-2' 15'-2" 40 13'-LO" LS'-LO" 40 ta'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 45 13'-t� 13'-t• 13'-4_' _14'-3' 45 13'-t' 17371. �45 t3'-5- t4'-3' f' HV CORNER CENTERMAFE c3 MAY BE USED AT ALL c6pie NATIONS IN BETMIEETd WALL MOUNTINGS 50 12'-5' E 72'-5" 12'^8" 13'-7" 50 12'-5' 12'-5' 50 12'-� 13'-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS V. FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 _ it'-10' ii'-t0" SS 11'-i" 37'-ti' ✓t FOR A.GIVEN POSITIVE A.S.D. DESIGN PRESSURE DETEN 60 I1'-4• 1=4' il'-7• 12'-4"-• 60 11'-4' 11'-4" 60 I0'-2• 10'-I1' .NOTE #5.SHEET 5. RATING: 65 10'-t0" 10'-10"�. 65 9'-s� }0-t- LI+=U+= MAX.)AX. SPAN FOR WALL MOUNTING INSTALLATIONS. 7p 10'-6' tp'-5" f0'-9" 11'-5` 70 10'-0' 10'-6• 70 8,-g. _- 9-4' L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING _75 10'-1" 10'-1" 10'-4'_ 11'-1" 75 10'-i" t0'-1` 75 - ( 8•-9" f�EY. PT THAT ltNO,AUM SHUTTER INSTALLATIONS. 80 9'-LO" 9'-10" SPAN 'L+"OR 'L-"AND MAXIMUM AS.D,GESING INSTALLATIONS_9'-s" l 9'-6• c'-9" )?O_-9•- — 85 -- 9•-6" W-6,_ PRESSURE RATING FORINSTALLATIONS INTO CONCRETE FOR A GIVEN;iFGAFiYE A.SA. DESIGN PRESSURE RATING: --"— OR CONCRETE BLOCK SHALL BE LIMITED AS fGLLONfS: 90 9'-3' 9'-3" T-5" ( 10'-1' ........_.90 9'-3' 9'-3•` DETERMINE: .,,.,.7_.,_...._._V...-._ .._�-_..........__ _ t- CONNECTIONS t0 KEYSTONE MOUNTING L, MAX. SPAN FOR WALL MOUNnNG INSTALLATIONS. y5 s-O' 8-9" 9-2" 9-t0" 95 9-08-4 LIMITED TO +64,-72 D.z.f. AND W-'O" SPAN, SEE. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9 1 8'-4' 9'-0' g.-7* 100 �8'-9' W-a' rA0UN71.NG M ON SHEET 7. INSTALLATIONS. 105 8"-7' 7'-t 1" 8'-9" 4" 105_ 8'-7' 7"_11'- 110 8'-4' T-7• �E'-T i 9'_2• 110 8'-4W' »- T-7� FINAL MAXIMUM ALLOWABLE SPAN !S EQUAL TG THE 115 s-�' 7' a�f4- a'-"" y "5 8'=2'- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •Li+', "1.2+"• 'Ll-" AND 'L2-- 120 B'-c" 6-11' 9'-2' I 6'-9' 120 8'-0' s'-1i"- (4)GO TO ANCHOR SCHEDULE WITH FINAL MRX1)sUtA 125 7'-10- 6'-8- 8'-0' 8•-5' 125 7'-10- _6'-8' _! ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN _77-8 6'-:i 7'-l0" b'-1' t30 7'-8 - a'-5 MINIMUM PRESSURE RATING TO DETERMINE JAAX!MUM ANCHOR 130 130 "7'-?"- s'-z' T-9' T-S' 135 7'-7• • W-2- WIND ZONE SPACING. 740- T-5^ 11' T-7' "7'-6" 140 7'-5" W-II ASTM E-1996 SEPARATION ^s-s _2:- '-s= r-3'- 145 7'-3" 5'-9 TO GLASS 150 7'-2 V-7' 7'-4' 7-0' 150 7'-2" 5'-7- 155 i'-o s_5 7_2 Iss i-o: s'- 1 THRU 3 1„ 160 6'-;1" 5'-z" T-t' E'-?" I6p ...,•.- 165 6'-10" 5'-t' 7'-0' 6'-^4' 165 6'-t0' 1'-1' 170 6'-9• 4•-1I- W-1 t" 6'-2• 170 6'-9" _....4'-tr' 175 ...._6•-?_ 4'-9" 6'-9' 6'-0• 175 6'-7' 6'-6" J H V B LA V E 6'-5' 4=�6" 6'-7' 5'-8- 185 W-5- 4'-6' / 790 6'-4" -4'•-� 6'-5' 5'-6" 190 6'-4' --•4'-3" G'-5' S'-;i_ 195 b'-3" ....-..-200 _.6J-2" <'-2- -6'-"4' S'-3` y 200 - 6'-Y `4'-2' LOS W7!- 14'-t' 6'-3 B-1" 205 6'-t' 1�rt frra °d"� FLORIDA BUILDING CODE(Har, High Velocity Nurricona Zone' ,1'�'��v,4.•• * /�p' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM _ '_"'— S s A Accordion Shutter System 11 L 1 C C_o , c. r ■ ■ r H V. MADE #1 Wj at W/o H u Wtr�a�r GLADE American Shutter Systems t -G'•, YC t,j °•. LIT TESTING & ENGINEERING COMPANY Y Lv,N DESCRIPTItII DATE O.RAWN 6Y: L . G. C-_ 7 Association, Inc. 1 GLD 15-085 7/27/1 DATE: 07/27/17 6355 N.W.36'D.Sx.,Sts.34S,Kit=f GARogS,t1DR.A+I 33,6 VnIv. Phc :(305)871-1530.Fcx:(315)871-1531 4268 Westroads Drive 2 DRAWING No '............ .'� t°° a .;I:e:Nat0000L«m West Palm Beach, FL 33407 3 17-107 SfpNAt E9-GToLIE J ,f' SYALTER A -j Jr.P.67 6 SHEET /+' FLORIDA Lk.4 44157 P.E. SEAL/5tG SITUREjDAE s 11 OF 20 P NEM IMUM ANCHOR" SPACING (in T SCHEDULE FOR A GaN HMER SPAN. A Q DESIGN i�1FfATTt� PRESS R ATING ANO A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR QQNCRBLOCK IN IIN ErE HORS SPACING LE��Nb POURED CONCRETE SEE YouxnNGS A 8,c,D AICD PUN 5}}EEt 6 POURED CONCRETE CONCRETE BLOCK TAPCON OR 11U A WALL HEAW�R MOUNTING (�VJALL HEADER MOUNTING WALL HEADER MOUNTING 0 Y1ALL SILL OUNTING D WALL SILL OUN7INC C k F SPALL HEADER/SILL TAPCON WITH ADVANCED SPAN Wf 4 W Wf 4 AiOUNTiNG THREAOFORM TECHNOLOGY (ft) ASD.D:SGY tt6G1AE PRcT5U2E RA=Lw OSI nSGA1NE PPES57L8 BV:IC(Psi ASD.DMU KCATK PKSM PA81!G,lo}1 A.S.D.DMI tIeG1A4 PRi6L91E RA1NGr'IP„„}?ASO. N IEGINE PFf55UIQ,RA=pal ASO,8901 WAIN PR;M PAMIG(0 ALL POINTS SOLID-SET 30 4D 60 75 90 120 160 205 JO 40 60 X75 90 t2D 1$D 205 30 40 80 75 90 120 16Q 205 30 40 60 7S 90 120 1607205 ]D 40160 75 90 12It 160 205 JD ♦0 60 75 90 f20 160 205 [SLUE TAP 14 12 to�9 H 8 6 6 74 12 20 •9 8 8 6 6 14 12 t0 9 8 8 6 6 14 12 10 9 8 B 6 - 14 12 f0 9 8 3•-D" I4 12 1(7 19 8 B 6 6 14 12 10 19 B 8 6 6 14 12 10 6" 8 8 6 6� 14 12 10 9 B B 6 6 It f2 10 4 8 8 $ 6 8 8 8 B 8 8 8 B TAPPER+ OR 6 5 to 12 10 19 8 8 6 6 14 12 10 4 8 8 6 6 is 12 10 9 8 8 6 3 t4 12 t0 9 8 8 6 6 8 8 $ 8 B 8 8 6.5 11 12 10 9 8 B 6 6 la 12 10 '9 8 8 $ 8 I4 12 10 9 B d 6 6 fi 12 t0 9 B fl 6 - 14 12 10 9 8 B 8 6 8 fl 8 B B B 8 l t4 t2 10 9 5 8 6 4 14 12 10 :9 8 8 6 6 i4 12 10 9 8 6 6 6 is 12 10 9 8 7 - t4 12 10 9 8 7 5:5 - 8 8 8 8 8 7 5.5 4 fa 12 f0 9 8 8 6 4 14 12 t0 _9-,8 8 6 6 14 12 10 9 8 B 6 6 14 i2 10 _9 8 B S.5; la 12 10 9 8 8 B 6 8 .. 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'- _ _ G.5 4 3. /n}p;�,j p t}t r,����(+ (� y' u {�-T•• - •-«..- - 1S _ _ _ _ _ j{ _ .. _ _ jpl H, 5 - - - - (..^••.' 9S _ [til�'Jtt UiJilll'ilU CG��lflAri �Iyh TQ(QCitV �urricone Zo11e, I..._ r' .`. L_1 '• Ca}2017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.ILM,. BERTHA HVTM 1 L .S■S.A. Ac #1 W/On Shutter System ECO A a H.v etAnE T w R W/O H.v 1MNDQIV maDE a4-` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems n.N DCSCRIPTION DATE DRAnw 6n c, 6355 ti.N.39M St.,Sts.30S.iRP,G NU GARC3.'S,no"3316 DtiTE Association, Inc. I OLD i5-CBs 7/Z7/i : o7tz7:t7 �,?'. •---xq 1§ Phone:(305)871-1530.Pev:(305)871-1531 4268 Westroad5 Drive z - DRAWING West Palm Beoeh, FL 33407 a No •,':• tA1 e-md9:VIt4eoopcLeam ('1 (� \` 4 07 -...•.• p._tZh 1A1 E8-0066729 AI IE 1}1 fVALTER A ILUr Jt.P.E. 5 P.E. SEAty9'13* NATt3RE/DATE nawoA u�.g 44:67 6 SHEET OF 20 t A1�XIPUM ANCHOR* PA IN !(on.) SCHEDULE FOR AIVC EN MAX, SHt!�R.SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.O.DES*N NEGA,T'E PRESSURE RATING AND A CORRESPONDING„MQUONG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTt31ATIONS (SEE MOUNTINGS E.G.&H Ott SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED COHCP'ETE/CC4ICAETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min,f'c - 3 4Wi) [.R IAIUM QE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. (Min. rd=3 Lai) AN ANCH0 RPA-TNG tF ND - 1j4'0 a 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY• (Min,f'c 3 tai) N) ao,D[$VI N,.G4TNE PRESSURE RAiCx. ,SLD.OE-'GN tLTG4 NEE PRESSURE R4 4(PIA 45.0.0:.�1 REGUNE FRESSIM PALM(ptr) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. rC m 2 ksi) ... .._. .�.. ..._.. .._. TAPCON OR 3O 40 60 75 90 120 160 2D5 a0 40 60 75 90 120 I60 205 30 4tl 60 1 75 j 90 120 160 205 TAPCON 1Y:TH ADVANCED - 1j4•c TAPP£Rr ANCHOR$Aa^ IAANUFACTURED BY POWERS FASTENERS,INC.,AND bI5IR16U7Eb eY ALL POwTS SCREW,8017&SPECIALTY 12 1O 408 s 5.$ a i2 10 9 8 e 6 6 14 12 10 1 4 8 e 8 s THREADFORA!TECHNOLOGY COMPANYOR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. -C" 14 12 10 9 B fl 6 6 14 12 10 9 a 0 6 6 14 12 10 9 9 8 6 6 ALL POItHfS$CHID-SET (!A',n.re m 3 431) .-..._.._.._ _........12., __....._ ._.._LESS /4 i2 ID 9 0 8b 6 14 ix /0 9 8 0 6 6 14 i2 10 9 8 9 6 5B!UE IAP W/CAP 10 9 8 8� 6 7 14 12 10 96 6 14 t2 70 9 8 0 6 6 A.I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 11 1210 9 8 7 5.5 3.5 14 12 10 9 a 8 6 6 14 12 10 9 8 8 fi 5 TAPPERH• ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. ...-0" 14 12 10 9 0 R e 6 14 12 10 9 e_ e d 6 14 12 10 9 EI 8 6 5.5 14 12 10 9 9 8 6 4 14 12 10 9 0 8 6 4P5 14 t2 10 9 8 6 4 JL5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/6"INTO THE POURED CONCRETE.NO EMBEDMENT tt i7 ID 9 8 0 fi 4S i4 72 t0�-9 8 8 6 5.5 a 12 10 9 8 0 6 a.5 INTO STUCCO SIAU.BE PERMTrrED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 l.5 5.5 3.5 - 14 12 10; 9 9 0 6 5 14 12 10 9 8 7 5.3 4 •``-EE uMTArtaN6 Or VEC FGR EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. Ia 1x" 10 9 8 8 6 6 14 12 10:-9 B 8 6 5.5[1-14 12 10 9 8 8 6 4.5 PUDE;SI GN 51ECt 19 5 D. tq 14 12 t0• 9 0 6.5 5 3.5 12 10 8 6,5 5 JS 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE C-AISMNG WALL OR FLOOR, 114 12 10 9 8 7.S 4.5 - 14 12 10 e 6 8^ 6 4.5 12 10 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 4.5 JL5 8.5 a.5 - - i4 l7 t0 4 8 7S 5.5 4 12 10 9 0 b 4.5 3.5 NOTES A.7)&A.2)ABOVE.FOR INSTALLATIONS Ott VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 to"9 8 e 6 14 Iz"tG 9 a 0 s 5 12 l0 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6^0" i4 12 t0 V 7,5 5.5 3 - 14 12 10'0.5 775.5• 4 3 i2 8 6.5 5.6 4 3 - 14 12 10 9 8 6 - - 14 12 10, 9 6 6.5 5 3.75 12 10 0.5 8 s 4 - (B) TO EXISTIHC CONCRETE BLOCK:(/STIR C-90) 1 1 0 TAPCON OR TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED SY I.T.W.BUILDEX. 14 128 6.5 5,5 3 - 14 12 70 9 8 6.5 a,5 JL5 12 10 I 0 7 5 3.5 3 j 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPEC16LTY COMPANY, f4 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 12 10 9 7.5 5.5 4 3T-0" - 1/4'd BLUE TAP CONCRETE ANCHOR$W/CAP AS AIANUFACTUREb BY FLORIDA FASTENER$DIRECT,INC. f0 8 6.5 4 14 17 9 7.5 6 4.3 JL5 - 10.5 7 5.5 4.S j.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,ANO DISTRIBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY14 12 t0 S.s 7 4 - - 14 T2to' 9 7.5 5.5 < /2 9 7 1.5 ..S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 5.5 4.5 - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 8 4.5 3 6, O" 14 12 10 9 0 6.5 - - 14 12 10' 9 8 6 4 - t4 12 10--8 6.5 1 5 3.5 = NOTES. 14 12 8.5 7 5.5 3 - - i4 12 b 6.5 5.5 4 ] 2.5 9.5 6 S 4 3 B.1)MINRAUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP\V/CAP ANCHORS AND TAPPER.ANCHORS 15 1 1/4'AND TAPCON t4 12 9,5 7.5 6 - 14 t2 9.5 B 6.5 5 - I- 14 it 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t'. 13 9.5 6.5 5 3.5 - - - 14 12 tO 8 S�5 5 - - 14 12 8 6.5 5 i - 14 12 t0 9 0 - - - i4 17 to 9 7.S 4,3 - - 14 12 BS 7 5.s 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4"0 r 3/4:ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO g'_0• ..... ....__ �_........_.. ._ .._ 14 71.5 7,5 s 4 - 14 11 1 5.5 5 JL5 - - t 1 8 SS 4.5 a.5 - - - EMBEDMENT INTO STUCCO SNAi.t BE PERM(TTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE i t jt LONG MINIMUM SHOULD STUCCO 14 12 a 6.5 a,5 - 74 12 8.5 7 5.5 4 ti rDS 7 5.5 6 15 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. [14 8.5��I��5_4 - - - - 14 12 9 7 6 a,5 - 11 11 7 5.54.53.5 - 12 7.5 - - - u i2 to 8 6.S 5 - T4 12 B 6 5 4 - B.3)tN CASE THAT PRECAST SONE.PRECAST CONCRETE PANELS,PAVERS OR A1+Y VENEER BE FOUND ON THE E%ISTINC WALL OR F100R, 1055 35 - - 13 9S 6.5 5 4 - �_ to 7_5 5 4 3 - :_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON it S.5 - - i4 tt.s S 6 5 4 - 72.5E 9.5 6 5 �� 4 - - NOTES B.1}&8.2}A9OVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER _ _ _ _ FOR INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 20. 8_ 5 14 lx 8 bS 5.5 4 - - IJ IO _65 5 4 J - 12 10 - - - - - 14 112 9 7 674.5 - - 14 10.5 7 5.5 4.5 3.5 - - i (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF lfiE ANCHOR'S MANUFACTURER. 12 9 S 4.5 4 3 - 9 7 <Sb3 10" 7 - - - - - 14 70.5 7 5.5 4,5 - - 1.5 Ks SS 4.5].75 - - (D)•SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 7 4S - - 14 11,5 7.5 6 5 - - - 12 9 6 4.5 4 - - 14 t2 t0 - - 1.4 12' 8 6.5 5.5 - - - 13 10 -g-S 5 4 - - FDGF�ISTANCE VF„(;,�US SPACING 5QHED(,1) FOR AN_CHQB§L 12^0"11.5 8.S 1.5 - - - I1_ a S.5 4 3.5 - - - b 0 4 a - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E,D.LESS THAN THE INDICATED.REEU-CE ANCHOR SPACING 19 9S 6 - - - 13 9.5 6.5 5 4 - 10.$ e- 5 4 - - - REDUCEDBY FLYING SPACCINGPACING SHOWN OBTAINED USINGI"FACTOR SHSCHEDULEAY THE NOT EOiLESSNTHANCMIINIMUM SPACING INDICATED FCR EACH ANCHOR TYPE. t4 10.5 7 51 4,5 - - - 11 8.5 5.514,5 3.5 - - - 9 6.5 - m - --- - _ 13'-O`[14i2 - -- - - _- 14 11.5'7.5 6 5 -� - 12 9 6 4s 4 _ _ - FACTOR 8 - ^ i- - - - 10 7.5 5 4 3 - 7.5 5.5 4 J __ ACTUAL TAPCON WITH ADVANCED TAPPER + 0.5 - - - - - 12 9 6 4,5 4 - - - 9.5 J 5 4. - - EDGE TAPCON THREADFORM TECHNOLOGY �"POINT SOLID SET BLUE TAP Wj GAP MIN.SPACING 9.5 fi3 5 - % - - 104 7.5 5 4 - - - - '� HV BADER DICTANCE - 14 105 7 'S.5 - - - - 11 0.5 6 4,5 - - - � E,D, MIN.SPACING- 3" MN.SPACING a 3" FAIN.SPACING'~3 1/2" MIN.SPACING- 3' 3 3/4` 414'-0" _ _ _ _ _ - _ E.1 �// POURED CONCRETE& POURED CORCRETE& PaUREO CONCRETE&7.5 - - - 9 7 4.5 3.5 J� 5 35 3 �V Bi.ADE =.,E-. FOOJ'"A71 CCS3731E CitiD>ETE e.000 FauREryn C1GfII87E CONCREM BAFX a - - - II 0 5.5 4.5 - - R9.51 .5 4S - - - - ' HV WINDOW CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK.__. _ ! 1dN,ZE BL MN ED.,3 t/2' +dIt E0..2 f/2' ON.E0.•3 1 C MtR TE BL MN ED.,J I/2"MH E0.•21/2' 12 9 6 - - - a 4s - - - - - p E WORKING 3. 1D 0.90 1.0 0.78 1.0 0.84 1.0 1-4t a.5 10 6.5 - - - BLAH)- - - - - - e.5 6.5 4 - _ _ 3 - - - iN UNISON ♦ z 1/'2• _�. - o.Bit.o10.5 s 5 -- - - a - - -- - 2' - 0.71 - _.,� - 0.5111.5 8.5 5.5 - - .5 4b - - - - 1 3/4' - 0.91 •• - - 0.43 - - - 12.5 9.5 .5 -184 _ .51 1/2` 035 - - - 0.35 - 9.5 - - k- - _ _ _ 9.5 7 5 - - s - - - - FLORIDA BUILDING CGDc'Non High Velocity Nurricone Zone P r{ y. 6 2017 EASTERN METAL SUPPLY,INC. q`ftif4gi�,\... (!1�J �� C2G17 TILTECG,INC. Gf{ i.,!���` BERTHA HVTM Y PNC. Accordion Shutter System ,�^�, • 0, f 1 L ECO A.�.S.A. H.V. BLADE #, W/OR W/0 H.V.Nr1NDO,AI BtApE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N. DESCRIPTION DATE DRAWN BY: L.C. �"" 36:5,31..5:e.309,NRk GaliD"JT,RCA'.a0i 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/77 t?�{4 4268 Westroads Drive 2 /4 � r----- 't •4d PHan� C30s)67t-Is3o Fo.:(3o5)e71-1ss1 _ DRAY/iNG NO ��'•,.(7j.�Ip .••'a.['y4 7 e-mo;,:w14Roerovl.w.:: West ?aim Heach, FL 33407 3 ':w �Hl�e`..,..ttt_•••'r�\�1 ' WA P.BA,�flOLL 114r.P.E. 4 t7-toy P.E 5e�1f,i ATjjHgt'jDA E FLORIDA uo. 7..167 6 SHEET OF 20 MAXIMUM ANCHOR" SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNDUG TYPE FOR CONCREI'>: OR CONCRETE BLOCK INSTALLATION`; (SEE MDUNONGS I,J.K h L ON SHEEr 7) POURED CONCRETE POURED CONCRtZE tX7NCRETE BLOCK ANCHORS SPACING LEGEND I WALK OVER 8 1 TRENCH Oj RAJ MOUNTING ( WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING wizlMuu bfG.UN[!II TAPCON OR SPAN .�- r.._.....A O=i h_TME PR:�_._».....(pO_..___._._.._........_..._..�........-._.._ _......_.._......-.......-._.._.-.-'____ Aso 1 REc4mt P9ESSJiF 9Aau(prt As.D.061pi nE6Am£i4+ ruT1w tpa+ASD.�+aErAm£i'RLSSUriF lunxc(p, ASO.IIESf?i facAmE rrassuRE 9Are:G( TAPCON WITH ADVANCED JO ;01'60 75 90 120 160 205 30 F4 60 75 90 120 160 205 Jd 40 BO 75 90 120 T60 205 ]0�40T 60 JS 90 120 160 203 THREA.DFORM TECHNOLOGY 14 12 to 9 a 8 6 6 12 12 t2 12 12 1.5 5L 5S 7 7 7 7 7 7 7 5.5 5 5 S 5 5 s S 5 ALL POINTS SOLID-SET 3'-0' la 12 1a 4 0 8 6 8 12 t2 1Z 12'12 12 9.5 7- 7 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 OR LESS i4�i2 1D 9 8 e,'6 b i2 t2 12 12 0.5 8 8 45 7 7 7 7 7 T 7 6.5 5 5 5 5� S 5 6 5 BC(lE TAP 14 12 10 9 9 8 6 6 12 12 t2 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 fl 1 6 6 12 12 12 12 11,5 85 6.5 1 9 1 7 7 7 7 7 7 55 4 5 5 5 5 5 5 S 4 12 t0 4 8 8 6 6 12 12 12 12 52 9.5 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 11 12 10 9„ 9 8 6 6., f2 12 t2.,9.a a e +.S 3.9 7 7 7, 7 7 7 6.5 5 5 5 5.,, 4 S 5 S 5 14 12 t0 9 8 8 6 6 12 i^2 t2 52 to 75 5.5 ^I ? 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 7 7 7 7 7 5.5 4 S 5 5 5 5 1 5 5 4 3 5-O' 14 12 t0 4 8 8 6 6 12 12 12 i2 t0 75 as 4 127--1"? 7 7 7 7 7 J 5 5 5 14 11 10 4 8 8 6 6 12 12 9S 7.6 6 4.5 3,5 - 7 7 7 7 7 7 5 3.5 5 5 6- 5 5 S 5 4 11 12 10 9 8 8 6 6 12 11 12 9.5 0 6 +.5 - 7 7 7 7 7 7 S.5 t 5 5 5 5 5 5 5 4 t SEE ANCHOR 14 s2 10 9 5 e 6 6 12 12 1.5 9 7,5 5.5 4 3 7 7 7 7 7 4,5 35 - 5 5 5 5 .5 1,5 3.5 _7_ SPECiFiCATiONS 6-0' 1Z 10 9 8 8 6 .6 12 iZ 12 10 8 .6_4.5 3.5 7 7 7 7 7 7 J 7 5 5 5 5 5 5 5 5 014 SHEET 13 t4 t? 70 4 8 0 6 6 12 t2 '8 6 5 4 3 - 7 7 7 7 7 5.5 14 12 iD 9�'8 8 6 6 12,17 tD 8 65 5 .75 - 7 7 7 7 7 6 1.5 5 5S 5 5 S 4.5 - 14 f2 10 9 8 8 8 6 12 12 10 9 6.5 5 15 7 7 7 8.5 5.5 l - - 5 5 5 5 ff 5 a 3 f4 42 to 9 8»8 6 6 12 i2 t? 8.5 7 5 S 7 7 't 7 7 7 7 fi 5 5 5 5(5� 5 5 5 14 12 10 a a 0 6 6 12, t0 as S 4.5 J 7 7 7 7 6.5 5 3 - S 5 5 5 5 S ].a J �- 14 tz iD '9 a" a 6 ;a t2 iz a.s 7 15 a 7 7 7 7 7 5 - - 5 5 's s' S 5 + - 0 VALID ONLY FOR UP TO +70, -75 L4 12 10 8 a 8 fi - 12 12 0.5 7 5.5 4 3 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5 3.5 - - PSF A.S.O DESIGN PRESSURE &,-O, i4-12 to & a e-'e 12 -72T6.5zs 6 i.5 3s - 7 7 '7 7 7 7 _7 + s" s 5 s s s 5 s" RATING & FOR SPANS PEP, 14 t2 t0 9 a 8 6 - 12 9 6 4.5 4 S - - 7 7 7 7 5.5 4 - 5 5 S 5 ;5 4 3 - SCHEDULE #3, SHEET 1'1 14 12 70 9 0-' 8 6 12 11 7.5 6 5 D.75 - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - 14 '12 10 9 8 8 - 12 It's 7,5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 - 9,-O. 14 12 10 9 8 8 - 12 12 9.5 6.5 5.5 4 3 7 7 7 7 7 7 6 3 S 5 5 5 5 5 S 5 14 t2 1a 9 0 a 0.5 B 5 1 S.5 - _ 7 7 7 6 S 3.5 - 5 5 S 5 5 iJti t2 14 9 6 8 - 12 10 6.5 5 4.5 7 7 7 fiS 5.5 - 5 5 5 41112 70 9 9 8 - - t2 0.3 7 5.5 4.5 3.5 - - 7 7 S.5 a,5 3.5 - - - 5 S S �SXI ._. -_....__...... __ ... _ '_ - 14 12 10 9 8 8 - 12 1 .8 5 6 5 3.5 - 7 7 7 7 7 7 45 5 5 5 5T0�-0'1 12 10 9 a- 8 - 9.5 7 4.5 3.S S 7 7 7 5.5 4.5 - 5 5 5 3.5 - 14 12 10 9 8 8 12 9 6 5 4' 7 7- 7 6 5 - F- 5 5 S a,5 5 - - - ti 12 10 9 8 8 12 9.5 6 5 4 3 - 7 J 5 { 3 - - - 5 5 5 4 3.5 - - - 1t f2 -1,644 0 9 8 8 - 12,,.10 7 5.5 4.5 3.S - - 7 7 7 7 7 7 J.5 5 S 5 5 5 5 5 4 71'-OY i2 l0 4 8'-8 - 8.5 6.5 4 3.5 5 5 \/ 14 12 10 9 8 9 - - 1.518.5 55 45 3.5 - - 7 7 45 J.5 4-S - I- 5 s 4.5 3.5 43 - - HV BLADE ONLY 1Z,-O'14 t2 f0 4 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 J 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 _...._._ _..._._. _,„.._... _ 14 12 10 9 8 - - 9 6 4 J - - - - 7 7 5.5 a.�J.5 - 9 5 5 a,5 4'" 3- 1 /0 9 8 to 75 S 7 7 6 5 - - - 5 6 5 5 4 �- 4 _ _ _ _ _ 14 12 1MI. 0.5 8 S 1 35 - - 7 6.S 1.5 3.3 - - �- 5 S 4.5 S.5t412 1 8 - - - 1.5 8.5 6 4,5 15 S � 7 x T 7 7 "_SS- t- S S 5 5 5 5 4,5 3.5is»12 8 - - 7 5.5 15 3 - - - 77 5 4 3 - {- 5 5 S4i t4 u 1 I 0 9 7 4,5 0.75 - 7 7 5.5 4,5 - - 5 5 5 4.5 - 14 i? 10 9 10 7.5 5 4 3 7 6 4 3 - 5 5 4 3 - - - - 14-0"14 12 10 4 - - - 0.58 5.5 4 15 - - ] 7 7 7 7 4- - - S S S 6 5 5 4 J 14 12 10 9 - - - 85 5 3 - - _ - 7 7 S 3.5 - 5 5 5_ 4 _ T4 12 10 6..» -^ 8.5 6.5 4 4 - - - 14 12 10 - _ - 9 7 4.5 3.5 3 - - 7 5.5 15 - - - 5 5 3.5 - 15"-0" 7.5 5 4 7 _7 7 7 3.5 - - 5 5 S S 5 5 4 3 14 12 10 - - - - - 6 1.5 S j - 7 7 4.5 3 - - - - 5 5 4.5 3.5 - - - 14 12 10 - 6 4 - i- 7 7 5 - - _ 5 S 5 4 14 12 to - - - _ 8.5 6.5 4 3.5 - - - - 1 7 15.5 13.5 - - - 1- 5 5 3.5 - - - - 12 10 _ - - - �-9.5 7 4,5 18 3 - T 7 7 7 6 3 - - 5 5 5 5 5 4,5 3.5 16,-0,114 t4 2-10 7 6.5 4 1- - - - 5 5 4 3.5 - - - - t4 1: 7D - - - - - 7.5 5.5 .75 - - - - - :„ A r. ., - - - 5 5 4.5 - - - - FLORIDA BUILDING CODE(Non High Velocity' Hurricane Zone T4111� 1, C2017 TILTECd.INC. C*2017 EASTERN METAL SUPPL.'t, INC. `aiT` C sic 4 •. ��, BERTHA HVTII /� i�► �+ Accordion Shutter System s /7il E C iNc� Mr�7r�7rAr KV. RAX#T W/OR w/o KV.>MNDDn MADE • ,��`� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DCSC9IPTION OATC OPAMI BY: LC, t1ri ' E:> ASSoclatlon, Inc. I OLD 15-085 7/27/11 DATE; 07/27/17 6355 M.J6:n.St-5%,Jos,1=:.!A GARDDl&f106' =6( 4207$ V7estrOOdS Drive 2 �t-7 t"' '�4• Pur� hone (305)871-1530.Pox:(305)871-1531 DRAWING No M p e-mol:t9lecocoO.rom Wes, Polm Beoch, rL 33407 3 } n IYt`7�•L1�. I 44 £e^00D8719 17�'1V7 I A 1 114 WALTER n.TILLR Jr.P.E. 1 ~� I'LORIDA Uc.@ 44167 5 SHEET E. S 14 URE/DATE 6 14 OF 20 n MAXIMUM A.S.D. nccyIGN PRESSURE RATING (n.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATNE A G D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE UOUNTINGS ON SHEETS 16& 17). F=;;Z.a.T E=- SOUTHERN PINE No. 2 W/ MIN. G=O.SS. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 2 W/ERIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MK G=0.36 PLYWOOD DOUGG 50 W/ W/ MIN. G=0,43 W MIN. G=0.36 u.z Nuu SPAN(N) 6-15-- IT CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T R FLOOR MOUNTINGS &NXTINGS M. N, 0 & R FLOOR�iOcUN(T1NGS M, N, 0& R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8A,WALL MOUNTINGS B.O. WALL MOUNTINGS P & Q ......5&_V._�._.__...._..._...._S &..v_.._.....�-�_.. S &V._...�._ .1CY.Y www t'TmTT.EMF,(:.Q 8'921 JE004 pow-FARG W7 SA,M TEPP.,Mw PIRG f(,I ise M IETAv III=A!RG(M)1S„M IvOl'!R"e51.4,FARO(r4 0.B901 RA3T EMU W".V,X .EE901 M69`.L'mnS FARC(YH .OLV2I K'A'd}Fr,QFT EA+W:5d)SS 0371 RDR.;RMA 21RG(P0 SSO.OR^I PDX.Film-E""M ,._.._..... _ ... .. _._ .__......_..._...._ __.__ ......_. .... _._., ....._.._-..........._-. .._._.,.. _.�. _._...-.._ _...___. _ ....._ ..,.. ._ _._ ._...-........ __ 30 40 b4 75 90 FOS 34 4C 60 75 90 05 30 40 b0 75 90 OS 30 40'60 75 I30 705 30 I40(60 75 z0 OS 30 40 b4 75 90 05 30 44 6G 175 g0 OS 3C Io b0 75 90I OG 30 40 60 79 90 OS 30 :0 60 75 90 05 '-O"OR LESS 12 10 9 8 8 6'' b 6 6 6 6 72 70 10 9 8 f 8 6 6 6 6 6 6 72 10 10 9 8 8 6 6 1 6 6 6 6 6 5 4 < 4 3 72 112 12 12 12 t2 12. 12 12 12 12 12 12 12 12 12 12 72 4•_ON_t2 TO 10 9 R B 6. b 6 6 b fi 12 IO t0 g 8 '8 8 6 6 6 b 6 i2 70 t0 9 8 8 6 6 6 6 6 6 b�5 4 t < 3 12 t2 12 i2 12 t7 t2 72 12 12 72 T2 12 72 12 12 12 12 12 tO t 9 6 84 6� 6 6 6 6 5.5 12 10 t0 .. 8 E ,6 6 6 = 5 12 10 ID 9 8 7 6 6 6 6 6 5 6 5 a 4 < 3 12 t2 12 12 12 12 t2 72 12 12 t2 12 12 12 12 12 12 0.5 _.. _ - ..° ....,-._.�..._....... _.._ .__ iC 4 8 6.S 6 8 6 6 5.5 d.5 i2 t0 t0 9 _8 5 b 6 b .5 5 4.5 t2 t0_ 70 9 6 3.5 b 6 6 6 5 4.5 6 5 4 4 3.5 - 12 t2 12 72 72 12 12 12 12 12 12 12 12­12 12 12 10 6.5 12 10 0 6.5 4 6 6 6 .5 4.5 4 12 10 i 0 9 5 3 6 6 6 5 4 3.5 i2-t 0 i 0 7 3.5 - 6 6- 6 5 4 3.5 6 5 �4 a -� - 7 2 7 2 12 12-12 7 2 7 2 12 12 12 12 10. t 2� t 2 12 0.5 8.5 7.5 _ .6...-....._,._..___.... 2 ._.__ _ .� _ _. t2 10 t 7.5 4,5 3 6 6 6 5 4 3.5 12 10 10 a 3.5 - 6 6 5 .5?3.5 3 12 ,10 10 4 - - 6 6 5 .5 3.5 3 b 5 4 - - - i2 12 72 12 12 12 12 12 12 12 11 9.5 12 12 7.5 9 7,5 6.5 __..._........_ ... .w.- ... ,_._._. ... ..._ .._.._ ...- y ._.._ �. 9,-0" 12 1V 10 5 3.5 - 6' 6 5.5:.5 3.5 3 72 10 9 4 6 6 4.S a 3 3 i2 10 4 3 - 6 6 4,5 4 3 3 6 5 3,5- - - 12 12 12 12 12 O. 12 12 12 11 K 4.5 8.5 12 12 10 8 6.5 5.5 12 IC 7.5 4 - - 6 6 S 4 3 - i2 10 6 3 - - 6 6 4 ,5,3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12=1 i2 i...9.5 t2 12 12 10. 8.5 7,5 12 12 4 7 6 5 17'-0' 12 10 5.5 - _ 6 6 A.5- 12 1D 4.5 - - I- 6 5.5 3 - 12 10 T- - - 6 5,5 4 I- - - 6 5 I - - - - 12 72 12 12 10 8.5 12 12 i2 9.5 8 7 12 12 8 6.5 5.5 4.5 -O" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - ,- 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - 6 5 -_- - 12 73 T2 9.5 8 12 12 111 &5W7 ±­12 1_5 7.5 6 565 - - - - 72 10. - - - 6 4.5 - - 12 i7.5 - - - 6 4,5 - - b 4.5 - - - 12 t? 12 f0. 8.5 7.5 12 t2 70 8 5.5 12 !0.5 7 5.5 4.514'-0" 12 t0 - 6 5.5 - - 12 7 - S.5<.5 - - 12 �7 - - - S.5 4.5 - - - - 6 3 - - - - 72 12 tZ 9.5 8 6 12 1?. 4.5 7.54.5 12 9.515•-C- 12 - - - 6 - - - 12 - - - - 5 - - 72 - - - - 5 - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 R.5 7 I6'-0" 12 - _ - 6 - - _ - 12 - - - - 856.5 4 12i2 8 6.53 ll.58.5 5.5 4.5 3.5 (10 HV BLADE OR ('1) HV BLADE Wf IA HV WiNDOW BLADE WORKING IN UNISON* •SEE U�ARt5 aOr USE FGR OtAO°VAf LN SMECi Ni -I• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WASE„FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PiNE 140.2 W/G»0.55(N.D.S) - 1/4"0 TAPCON ANCHORS,AS IONUFACTURED BY I.T.W.BUILCEX W/UINIMUL(ENeEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0,50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/0-M43 EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/U-0.36(N.D.5.) _MIN. 1/2'CDX PLYWOOD(1986 APA) 2,ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWINO ALL OF THE RECOMMENDA71ONS AND SPECL^ICA71ONS Or THE A.NCHOR's MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTM A. .S.AAccordionoIym11L E C O . E1/ORW/ KV,TN > TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,x DESCRIPTION GATE eR.Awe:By. L.C. 8355 N,tv.3E!h.St,6te.3GS,Vitot l GAR0a3,FLO-3318 Association, Inc, t CLO 15-085 7/27/17 O<TE: 07/27/17 '• §' Pt4n':(305)971-1530.F.F:(305)871-+531 42.68 Westroods Drive 2 DRAWING No (� - 1Y a-m k tit 444a...- West Palm Bench, FL 33407 3 .. V f..........•• �. q} ED-0066719 17-107 » J IVAL'E. G j1Li WALTER A ;LUT„r,P,E. g SHEET FLORIDA Lia.¢44167 P.E. SElC3fiNA1t)RE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & a HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. .S D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& A) WORKING IN UNISON TI/4"Q TAPCO14 0 ....... •.. EO- -IQ--—, --2-MIN 7- A . .... PCO14 WITH ADVANCED 4'.8,(hV,)EXISTING SERA REQUIRED. ..........T EDGE(IF APPLICABLE) THREADFORM TECHNOLOG STRUCTURAL Ittl 1 1/2" 1, PENETRATION .,DEOUACE11 OF THREADED SO 1/4"0-2OX3/4"SS OF EXISTING 1. PHILLIPS ........... ........ 21,11TIO., F"itt', .."' TRUSS To BE ER n a EXISTING WOOD I R E) —Ed i (SEE SCHEDULE(;N SHEET 15) W/ I NE SCR REGISTECREOTINGINGEYER OR EXISTING WOOD 1 14--20 NUTS ARCHITECT PRIOR 70 -ED— TRUSSES OR r--EO- EQ- 0 12'D.C. SHUTTER INSTALLATION. 1/2- 1/2- RAFTER 0 24" D.C.REQUIRED 15 5 1/4-0 TAPCON OR .............. TAPCON WITH ADVANCED .. EXISTING SOFFIT, .257- TMREADFORM TECHNOLOGY —3/4*'M... THK. W/ 1 1/2-Mtn. PENETRATION r-EG EO--j OF THREADED -ED- _-I*.4*.I/6"CONT"ALUM.TUBE S.M.S.i is6063-16 ALLOY)V.-I EXISTING WO - . f S. -41 �OPIIONAL E�Ne-� F 0 6'O.C. (315/16" LAG SCREWS 10 -- (SEE SCHEDULE ON SHEET 15) or or @ EAC A I,WTER OR TRUSS. 0 13-105 11 LOCATE LAG SCREW'S AT 1-1-Z L-11-n r L M OWIDTH OF EYISTINO WOOD t_.EXISTING MER, (2 'AIN 2-.4- j M MITI. NOMINAL G-11 CPE14 HOLE AT EACH-/ EXIS11 4 HEADER REDID MIN. S WIDTH)W/2"M;F, GLASS It EPARATION iG CLASS STUD TO ACCEPT I SCHEDULE-ON SHEET It)— EXISTING 5/ PENETRATION OF THRE-DED CLASS----; XT 16%LAG SCREW AIRM VALID FOR CENTER OF INSTAL-ATIONS WITH 72ptIf SIGN LOAD ANG MTX.A.S.D. TGG (SM 01, ry 9'-0'MAX. THIS @ HV WALL HEADER INSTALLATION EXISTING SEPA�;Tl 9>SDLLE ON GLASS-; 10 cLv;s(SEE INSTAUATION IS ONLY VALIO 11 FCA ELI-M T1W SHEE FOR WOOD W/MIN,SPECIFIC I ON S-A7 19 FOR OR (g* I+FOROno . SLIM 0>&A,, ON SIIEEJ 19 FIX GRAVITY OF 0.50 AS DOLICLAS LLQIU: FIR OR SOUTHERN PINE N.�I (D I SEE SHEET 4 FOR NP=L --@OR SHUTFER SLY lJl. OR EOUAL. 2 MOUNTING SECTION-5 CAN 9 ED ljht`AN�WAY TO SUIT ANY Y CEILING INSTALLATION, ( ?HV CEILING INSTALLATION & Et r- Mlx. t SEP ON MIN.SEPARATION TO GLASS G (SEE SCHEDULE ON SHEET !I)-- EXISTING LASS ...... GLASS\ & :(St:E:SHEET SC11,1O1ILE EXISTING ....... ON Ze I GLASS- ;L,IERNATE_, I:.. it EX. WALL— LOCaitOtJ ST(N.^ NISH 3/8•I 8 Plox3/4'HEX GLASS_-, 2"16"VIN.V'�OOC SCREWS 0 12'o.c OF VIASHER HEAD TEX Ali J1 I (�)-0 1 I= • DEC REGUIRT I i I'll, \ : F INOXFINISH -0 13 ORt 2.6,MIN.WOOD DECK OI q A FINISH ALLOWED, EDGE OF EDGE OF DECK LEO. E� EDGE OF DECK DECK IF IF APPLICABLE APPLICABLE IF APPLICABLE 4'0-ZOY.314'S.S. ............ ... ............... 7, 1/4"0 TAPCON OF -PHILLIPS TRUSS HEAD MACHINE SCREWS 'x4'CONT, =7 2 TAPCON WITH ADVANCED 1/1"0 TAPCON OR TAPCON WITH AD'VANCED I, THREADFORM TECHNOLOGY W/ 1/4--20 NUTS I _D TAPEON OR I-APCON WITH ADVANCED THRrADFORI.I.-, THREADFORU.f TECHNOLOGY W/1 1/2'Vi, --2"MIN, ILL PLAT, 14 W/ 1 1/2"M;,,,PENETRATION 0 12"O.C, MIN. PENETRATION OF THR-EAZED REVO, -OPT HREADED AREA TO TECHNOLOGY VI/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EX;STING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. SCHEDULE ON SMEET 15) -1 (SEE SC14EC-LILE ON SHEET 15) (X)HV WALK—OVER INSTALLATION (:V),HY WALL SILL INSTALLATION FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" ......lk 02017 TILTECO,INC. Q2017 EASTERN METAL SUPPLY.INC. BERTHA H 0 HV T14 6 Accordion Shutter System A.S.S.A. RV. RVE#1 W/OR W/O RV.WINDOW RAM Shutter Systems �Ev,N. DESCRIPTION OATE DRAWN GT: L.C. TILLIT TESTING & ENGINEERING COMPANY Inns American I O Association, Inc. LD 15-085 /27/17 NN.36t.�_.Ste.3U!, �RDZNS,FLORTA 3316 OATS' 0 4258 Westroads Drive 2 Lp —DRAWING No West Palm Beach. Ft. 33407 3 FIE-01106719 4 17-107 WALTER A.TILLIT Jr,P.E. FLORM LK.#441S7 5 SHEET P.E. SFAt:/�,w,*iU,*R,E/DATE 6 17 OF 20 END INSTALLATIONS j HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS SPICTS REGO. WOOD ST.DS REVD. • MOS. Ai,puc-,OLE) O.C. PGD M.S OR A % L-0001-r l"O -EIISTI's CLXS� I Mos C.151. -T.,Sw;S CLASS EX.M.CLASS 'E EO\',V; --z — V 1/2' CD1 10'Ass ism M cLm;ism C,VW. PLY-CW. S�- TO C1, -�T I EW TxAx S*CD�- ✓ il TO,liJSAX 0110 U .1 SKM IS *1--v IS PILATE,JVV R'SCS 0) AT Ell. gc T S..S. Ir 018 O.C. gi;e�1/2'S..,S. 4 i 04. T/ 0W... C. 10 M 00 -.I. I OR S'Cr Coll" V EC SEE MAL X R TO niACIN S-� M� T OR Ice =E T CID-�E Q TO TRACKS 07 lfl�.4,1.67.,4� is-q-8:0 119- f-T-D-1)-1@- 13 Q JP ck-cs, @43 0 fi-clf-fP e is CS @ END CONNECTION DETAIL(P END CONNECTION L END CONNECTION DETAIL END CONNECTION DETAIL 14�; 0 nWAED OMY FOG SPANS CR-EATEP,n-J 12'-C' -CLASi S`LCS REO D. /2- w. 6 C. 12' .C. C4 ♦ SEE UN,!LTATIONS OF USE FOR SO=0 01 I "g-W41 , % — BLADE AACTI SHEET 19 11- 2:Aj ;-� fOR IMSE 0,* TO "I < L-1 a PTI V C1 OR (Cz wZT R —: VV�11.115. 2'W 13 VIEW S�O$PEOO. iCrS. TO) PLAN 3, (17)-" . ,-C7) cf,'le: 7' DETAIL END CONNECTION DETAIL fili END CONNECTION DETAIL 12) FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone, IV. \T'JA f%. jk yf\S 02017 TILTECC.INC. Q 2017 EASTERN!JETAL SUPPLY,INC. BERTHA HVT.M 7 T Accordion Shutter System iL�E C��Oi m c� A.S.S.A. KV. BLADE #1 W1 OR W10 KV. WNDOW MADE American Shutter Systems ICY. OeSCRIPTION DATE ORAVill SY. TILLIT TESTING & ENGINEERING COMPANY L.C. Association, Inc. I OLD 15-085 )7/27/1-1 WE- 07/27/17 NK 66P 6355 NN.:.Gv`.Sc,S1,105,W4—tAftOZl S.c10R�-231E -ho- (305)871-1530.r..:(305)871-1631 4268 Westroods J.�:,,Ive 2 —.3; West Polm BeoCh, FL 3.3;07 DRA17-107 WING No -0006715 1ro IIALTERES�".11LUT J�PX. F.E. SEAL/SIGNATURE/WE 1ORQA UC,f«187SHEET 18 OF 20 Ef itia^iL.r•+d»s1'or;{21o.(�t . ERdi lMMAT(ONS AND CONDMONS OF USE FOR BERM A G � i � % UNISON1 � IIICORIAO WORKING IN 5T I 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110, - 110 p,e.f. 3.ALLOWED 1AOUNTINGS:A,D.G&H ON SHEETS 6,7;AS WELL AS }li 5 \1t !.IOUNTINGS M.0.T,U&W ON SHEETS 16& 17. f a 4 ONLY CENTERMATES 2 (BOTH W/ 4 OR 2)ARE ALLOWED WITH 1 ARRAN.CED IN A SYMREEfRICAI OR OPPO1 ANG IAAPOUT.IN CASE OF OPPO NG YQUT•{S)MUST B£INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CEHTERMATE. TYP.EA.END r A • A + 5.(A)HV WINDOW BLADE(t SHni.L ONLY ALLOW A MAXIMUM OF 5 OPENINGS 'p HOLES)FOR U PER UDE 3J (3 AT SPACINGS SHOWN ON SHEET 4, ter__ u14 ---- rrrTTflllf•L' (B)MW.CLEARANCE FROM TOP OR BOTTOM EDGE OF HU WINDOW BLADE 1� MAX. 5 WINDOWS4 r r A OF ANY 3•0 HOLE FOR 4<SHALL er 12`, ALLOWED AT IN WINDOW BLADE( r _ 3 (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV F WINDOW RUDE i/ r Y� r rr rr a } (D)11V YANODW RUDE( MUST BE USED ALTERNATE TO A SOLID HV BUDE(D THROUGHOUT SHUTTER'S WIDTH, o r A r le 1 RLA ENT EATMEITHER DE OF AA�iB£INSTALLED ADJACENT TO A 5000 M E (F)POLYCARBONATE H1 WINDOW P SHALL BE INSTALLED SO TH�AgT TABS FACE SEE END 1 IRS- THE INTERIOR OF THE OPENING 8r•'ING PROTECTED.NV WINDOW E MUST BE CONNECTION A r ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIO D BY ASSA '/l, rn DETAILS ON SHEETS y rg+2, ° .�,' INC. iO&18 TYP, �/! FULL HEIGHT.'—" 1 ;R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ZZ `pT r..� 55 :) UILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I M YP 'Y' d 4. B ' I &z ABOV<). L �~ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED '+ •-,s CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& t7 AS LIMITED BY i SPAN AND DESIGN LOAD(SEE NOTES I &2 ABavE). L 8.MINIMUM SEPARATION TO CUSS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REaJ REMENTS) D H !],�• TYP TOP&BOTTOLIWr L..,1•f;oR:1 4i Oqo: ( WAND ZONE MIN ALM SEPARATION TO GLASS —.-.----- -.----.--_.---- uNL11.110 W+OTH— ....... ---.—'-"I I THRU 3 1' ELEVATION Mw.S'PAROKIN To Cuss EXISTING CUSS t-(Se SCHETXAE�N SHrt�'i t Fes'.BJbF.(}) 4 .` 6.25' 61 THIS EaAFE-FCR 6UD=5(h,.&rJ A T RNA'[. OPPO,(NG CENTERMATES x11`7 W/SS(EXTERIOR ONLY) r'q j iT p_ +� OR 's''{SEE NOTE 4 ABOYE) 208 TYP, SYMM�TRICA4 CENTER!aATES: 2 / / cnwc6.j ) Wt/t2:Oft S+AND m...i �'^'' �,.—.^.—.•—•—j i.' .. W/O'SSC(SEjNGTE <ABOVE) ��'��� v PLAN _TYPICAL ` HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE itA SHUTTER* ----''r ITTTxara @T(y, FLORIDA BUILDING CODE(Non High Velocity HUrricone Zone' 02017 rtr£co.INC. Q20EASTERN RTAL SUPPLY, BERTHA HVTlJ IL EC O �N�. A■S.S.A■ Accordion Shutter System ? a N.Y. EflAM#1 W/OR W/O KV.WiNIM BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems m N DESCRIPTION DATE DRAKTI BY. LC. - '( ''•, ,:' "N.t ` 8355 M.H.TESTING .DS.NINi CARO.AICPA Y Associatlon, Inc. i OLD 15-085 )7/77/17 DATE: 07/27/17 Pn :(3as)e71-153c.Fo.:(305)81+-1531 4268 Westroads Drive Ph— DRAWING No — '•••••••" cl:IIn<cPOpn:.epm West Polm Beoch, FL 33407 3 t(� VLI{tATA�',. EB-U006779 4 7—I iJ7 �� '4• r44 PP1i r'*, KALTEF A.TILUi dr.F.E. FLORIDA LIc.,�81167 s SHEET P.E. SEAL/S-IGNATUPE/DATE 6 19 OF 20 +e• INSTALLATIONS W (D HV BLADE & HV CENTERMATES q)l —1 2000', Max.'- T N;n ASTM A-653 GRA 40 Ex.. VARIES-; m;,C-60 GAL'1.STEEL .083* METAL STUDS AT 16'Oc. INTO METAL STUD WALLS 4 ---------- ---------- /2.. 1/4". NOMINAL '-d!8 4, 11 4 7 GENERAL LfMfTajQN5 AND CONDITIONS OF USE ALUMINUM SLEEVE 12 FOR aESI-HA(D HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY THI43cCK 4.30 LI 3/4 6 1/4 O.G35 CK wi.� SYSTEM INSTALLATION TO METAL STUD WALLS COPT.0/01.STEEL TRACK CHANNEL, a G-B C. 0 6-O.C.F-t ASTM A-653 GRADE 4C M!,L 0-60 t SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS /EXISTING FINISH 1� MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) T W/(2)16*1/2'TEX SCREW ON I @ WAW= INTERIOR&EXTERIOR FACE -AS APPLICABLE -(D 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM i is ASTM E-1996 SEPARATION 403 c LENGTH 4 1 EXISTING GLASS MIN,SEPARATION r 3. ALLOWED MOUNTING:(DS ON THIS SHEET. TO GLASS 70 GLASS (SEE SCHEDULE) (g-3 1„/4-0—20X,3" BOLT 201 \-@ ., 4. ONLY_.CENTERMATE W/ 24 HV LOCK ARE ALLOWED I THRU 3 MUST PENETRATE ED WITH(('2)1 ARRANGED IN A SYlaMETRICAL LAYOUT. USE OY(2) 5 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 X,TING FINISH @ INCLUDED AT(3)TERIOR OR INTERIOR ACCESS SIDE OF 3/4'.6 1/4'.DOW THICK M:n. II I CCONT.CAVI.STEEL TFACX GRAN L '.t AS APPLICABLECEN TERMATE ASTM A-653 OWE 40 Mtn.0-60 GALVANIZED FASTENED TO STUDS W/(2)IS-1/2,TEX SCREWS ON --(4 �INTERIOR&EXTERIOR FACE 6-O.C. 6 O.C. N 1/4"0-20 THREADS t c�j v BLADE SLACK DETAIL HVF IS ALSO VALID FOR -0 ELCO CONSTRUCTION 1 1/4 1/2' \-(I 2) U36 CENTERMATE 201 APPLICATION WITH BLADE @ PRODUCTS FAR-LOK HD 0 6"O.C. COMPONENTS 16-. 1 IT/2",0.035 THICK .,I.ASW A-653 OWE 40 ADr..G-60 GAIV.STEEL UCTAL STUDS AT 16"O.C. ;A WALL HEADER/SILL INSTALLATION -EXISTING FIN-SH AS APPLICABLE SCALE: 3/8"= I' VA— (TYP,TOP dt sorrOEI) THICK M, --------- ...... 3/4 f /4',0.1331 i IT -7 ------- �A.L�1,STEEL TRACK CHARNEL, N LExisrittc -A A CEADE 40?A�.0 V SYMMET YCAL SYMME R CAL W/(2) 6.1 2 SEK SCREWS 0. 114TERIOR&EXTERIOR FACE MIN. SEPARATION VARIES 43a 437 43c, TO GLASS 2' 1 W;'CENTERMATES Wz,: , CENTERMATES W _,EXTERIOR ACCESS SIDE.1 INTERIOR ACCESS.SIDE— (SEE SCHEDULE) M..' T_f�O ------------ -------------- ------ ----------------- - ------- ------ ---------- ----------------- --- -------- ------ rTP. IN ;,-(3 IN 551(6"Min.) E�,Nl, ---------- @1 -------------------- - ----- --------------- -------4----------- --------- ------ -----------------------=-------------------- ------- ------------- L—------------ ------ - 2 SJ,e y f --------------------- - ------------------ ----- -------- 4 jsi-- -------------------- - --- ------------------- --------- ........ Z----------- ------- ----------- ------------------- ------ ------ ---------- r '(2)(42 LOCAFEDAT 21 21 N I L HV HEADER/SSILL ENDS ------------- -- -- ---------- -- ie --- ------- --------- ----- ----- ---- ZC3§ 4) SIDE CONNECTION TO TRACK VIEW Y (a) C1 2) (Cor,Q 6 1/2"(TyP.)­---- —------- 7" 1/2-MAX. SLACK HVA HVB .-BLADE SLACK&L�[L H�VF -RYC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ,,1 0201?TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HV"I Accordion Shutter System IILIEC;_� in RV. MAX#1 W/OR W/O H.V.WINDOW MADE A.S.S.A JI YRQ­.00�_ .11GRO.�Ist American Shutter Systems qEV,Ik DESCRIPTION DATE GRAM OY: L.C. LUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD t5-G$5 07/27/17 VATIEt 07/27/17 (305)871-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FIL 33407 1-3 17 0:7j WALTER A,TILLIT J,.P.E. I SHEET FLORIDA U.�1�4167 I'P'.E.'SRL; EjDATE F+ 20 OF 20