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HomeMy WebLinkAboutProduct Approval Ylorida Building Code Online Page 1 of 2 �o -+Lt�i-U4s1i'4 A�� Y .� _ �, �`� 'b '� �. ^m T•a� � ,r `s` )�i'i.., d�4 y ae �bMa Dppailtn (ltti BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map I Links Search j hsines Professional @761USER:PublicUserApproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 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 12/31/2017 Validated By John W.Knezevich, PE 'R Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 httns://floridabuilding_ory/nr/nr ann dtl_asnx9naram=wCTF.VYOurtT)nvVVNN7vTvx5'lMw 7/15/?015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 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 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level"D",Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" 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 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison.See sheets 7, 11 and 20 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 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively FEE Next Contact Us::1940 North Monroe Street.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: security.m r t n i c w https:HfloridabuildinR.orR/-or/-or app dtl.aspx?param=wGEVXOwtDavYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) FUS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 1 TLE OF CONTENTS BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING/SCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA.1. HV BLADES(1) & IIIA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HAI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY 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 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03,90715.01-03.#1004.01-05,#1214.01-05, #0317.02-06,80609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE 0)AND HV WINDOW BLADE 6A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WINO ZONES 1, 2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE QI AND HV WINDOW BLADE O ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DEFALS 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#14x2.75'AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DEEMS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 w TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD 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 W AND 35.7 6i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 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 W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Ii MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 15 HV BLADE Q&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 -8.THIS BERTHA H.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 METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE ONLY 9. R SERAIL 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 HD CENTERMATES AND ENGAGE OR LOCK ALL.HV AND HD LOCKS. AREA 4: HV WINDOW BLADE l I/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``���aP�(ER A. Tj /i ©2015 EASTERN METAL SUPPLY,INC. `� BERTHA HVTM r LlCfitS7c__ C=-- 0:- =�' 1LIEC I ��'� Accordion Shutter System -_ H.V.BADE#1 W/OR W/0 TLV. WIWN BLADE American Shutter Systems REV.N OESCRIMON DATE DRAWN BY. W.L.TILLIT TESTING & ENGINEERING COMPANY TF *� Association, Inc. 1 OLD 11-192 4/13/15 DALE 4/13/15 ��.. �. OF 6355 H.W.76Th.SL,Ste.705.VIRGRNA GARDFJIS,FLORDA 331 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -.11:Anteccocel.rnm West Palm Beach, FL 33407 5 0006 5085 WALTER A71 - Jr.P.E. 4 AAAAq t Mg4tY FLORIDA Uc.9 44167 5 SHEET P.E. SEAL�SIU}S/�TURE/DATE 6 1 OF 20 ha pe Loa qu+oory eVDE B N VARIES 1.918• 1.491' o Z}4 v 76' o o MaK. 1.200' 0 as• .09 hn o 4. 0554• M1.SBS' 0 4.857• 4.999' �• HV SOLID BLADE 375 b; 0 HV 90'1180' STARTER COVERED NDER US PATENT # 54 y OHV UNIVERSAL FLOATER QUAUFIED FDR usE w/ QUAUFlED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE 01 1 H I OW"DE** 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPE -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 LND 6063-T6 ALLOOYY TEMPER. 6063-T6 ALLOY AND TEMPER 3.226• 1.500• ,12q• • 085' 670' y� 2.670' 3.556• n , •yW12" 670" 2.226• 2 C. o 4.897• o n o0 0 .815' 2.092• O7 HV ADJ. ADAPTER W/LIP o 4.436' 1.375oo7z' a.072' 3.226' QUAUFlED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV M.-FLOOR TRACK 6063-T6 BLADE 01 QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK ss' 3.750• ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUAUFlED FOR USE W/ FIV 6063-76 ALLOY A�D TEMPER BLADE(D ONLY. @ HV RAINGUARD BLADE 1D 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER '� VARIESm 1.936' BLADE 1' 1.9)5• VARIES 1.936• 6063-T6 ALLOY AND TEMPER Maz. o 1.917' o M. 083' 083• .083' 0 .083' .093' .093' • .125• 100 n .060' .060' .093• .093•'0 060' n 670 m 060'o 14 214 n e' 670 1.686' ON 670 \� 3.52 5 0' 3.52 670 7p. 11 HV CEILING HEADER 1® HV HEADER/SILL Cqk�HDCEILING HEADER/SILLQ IFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W� HV BLADE 1@0NLY O -6063-T6 ALLO AND TEMPERED FOR USE W/ HV BLADE 1 D LL H DER ILLSEE SECTIONS FOR VALID SECTIONS FOR VAUDIT'Y. IFlED FOR USE W/ HV6063-T6 ALLOY AND TEMPER 3-T6 ALLOY AND TEMPER BLADE 01 ONLY. 6063-T6 ALLOY AND TE T1 COMPONENT A B 71 T2 X 7 It 2' 2' 0.125' Y I 1" 0.062• 0 2- 5-MAX. 1/8' 1/8• 3' 3' 0.090' 18 2' 5'MAX. 0.192• 0.192• SIDE ANGLES 0 CORNER POSTS QUAUFlED FOR USE W/ HV ALUMINUM ANGLES 1s 2.5' 7•MAX. 0.190• 0.190• QUALIFIED FOR USE W/ HV BLADE10 QUALIFIED FOK USE W/ 14V BLADE(1) 6063-T6 ALLOY AND TEMPER 'BLADE V ONLY. ® 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. 13ERTHA HVTM Q.•'' ENSF A Accordion Shutter System I 1 E C ® IHC. /�■ ■ . ■ H.V.BLADE#1 W/OR W/O H.V, WINDOW BLADE • --_-?*c American Shutter SystemsEV.N DEScPoPnON DATE DRAWN BY: M.L *:• ��/ /�(l = TILUT TESTING & ENGINEERING COMPANY STATE OF rt�` 6165 N.W.36h SL fila 30.5,vwcNA c,RDENs,1LDRbA 3316 Association, Inc. 1 OLD 11-192 4/13/15 w1E 4/13/15 4268 Westroads Drive z Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No D' FCOfltO `�� e-.0:61..O..Leem West Palm Beach, FL 33407 s p S� • •(G\ WALTER 0.�UIT Jr.P.E 6719 a S�OV� / ONA, N\` FLORIDA Lia�44167 5 SHEET P.E. Sr�/felRilhaa5`� E/DATE 6 2 OF 20 4.660" 4.576' 745^ 2. 4_20 E CAST _745* 0.334' 'READE. HOUSING ENAMEL S.&M.S. BAKED FAINTED THREADED DIE CAST 0. b (2 TP.) HOUSNG ENAMEL BAKED PAINTED T N X62' " 40 n m KNOB. 1.325, .318 43' BRASS CYLINDER BRASS CVI.DBER &KETS(CHROME (CHROME PLATED) PLATED) im-C HV FLOATING C HV EGRESS LOCK ,EN]T�A QUALIFIED FOR USE W/ HV BLADE(D& I ONLY a2 ATE 3. HV LOCK 'tIflED FOR USE W/ HIV BLADE 1 & I ONLY 6063-T6 ALLOY AND TEMPER QUA 3,13 3' 875* QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ W 6063-T6 AU__ 2 HV CORNER CENTERMATE BLADE( & (9 ONLY. BLADE(D& (9 ONLY. RALIFIED FOR USE W/ HV BLADEO ONLY 250,0.0. QUALIFIED FOR BRARD on R BIDS 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD SIB" 1.756, 922' 4,045' 2 MOLDED It) to SCREW kh ;�ff 2.079' 1.753* 6 Io 360'AFTER RIVETING 1� .06 25' 01 20 3/ BEFORE RIVEIING *6 . 1/4 A-2 X 4 An 11-4 S.S. THUMBSCREW 0—.20 RIVNUT! Ilk !D *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 4 I 2.750' SH .PART MANU BY AVDEL PLAN F RONr JUEVANON HV MALE "T" LOCK CENT TEXTORN,PARSIPPENY,NEW 0"24 EQUAL' LOCKERFOR "T" LOCA CENTERMATE QUALIFIED FOR S E W TI BLADE .N� CENTERMATE QUALIFIED FOR USE W/ HV LOY/ 4� 6063-T6UA ,, @ H FEMALE74�:6CK' HY -T" LOCK 14V ALT RNATIVE L TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE(i)ONLY W/HV BLADE(D ONLY. 13LADE(a)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1.917 j _a -N-THUMSTURN .432 f6 .2141* .062* -:6 .214 KEY CYIJNDER OR CYLINDER W_�r� . . in !oa 0.875*V.. -125*Max. HD CENTERMATE WZ NO LgCKI .40 NO_-ROD HD CENTERMATE Wj LOCKING ROD A6 0 '6 QUALIFIED FOR USE W/ HV BLADE Q)& OA QUALIFIED FOR USE W/ HV BLADE Q)&UA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER RD CENTERMATE'S INSERT VARIES, 12"MIN. QUALIFIED FOR USE W1 HV BLADE(j)& ENV 1 /4 0-20 SS.OR 3/8-o-16 1A.30' 6063-T6 ALLOY AND TEMPER ACETAL IMMSSCRM ±1/2- (SW DETAILS) DQ OR KEY .57 Min, CYUNDER 1.78'Max. KIN (p 't — ol 5 /4'0 (R HD LOCK e;IAU ED FOR USE W/ HV BLADE D HV 3 "0-16 AC w 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES V�33 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE 5 INSTALLATION WILL REQUIRE A 7/1 - HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1D& INSTALLATION DAILLED AT TRACKS FOR PROPER EM EDMENT QUALIFIED FQ(t I!VytfdV GLAD 1Q G) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' .. ......clNs�. 0 2015 EASTERN METAL SUPPLY,INC. \Y BERTHA T. Accordion Shutter System X I I Ll E C Or, A,S,SA. HVKY.BLADE#1 W/OR W/O KV.WINDOW BLADE Cc American Shutter Systems tJ4 TILLIT TESTING & ENGINEERING COMPANY TEV.R, DESCRIPTION DATE 011AWN BY- M.L _$�� Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 -355 N.W.36th.SL,Sl�305.VIRGINIA CAROENS�FLORIDA 331V .0 Phone (305)871-1330.Pax i(305)871-1531 4268 Westroods Drive 2 u '<� DRAWING No ,•-... .-.an:b1tec.0-I.— West Polm Beach, FL 33407 —3 j�tSSION 03-01306719 — 15-085 "001"Ill IN HO"' WALTER A, ITLUT J,P.E. I P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 — SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/e-m HV HV 12'MIN. CE .0625' 41 (D HV BLADE 1 40 3 FN WINDOW 3 I I TO BLADE P 1A .1B7s'� pc,Er60R ' BLADE or,.- M1'�x_x •0625 .0625' ® W BLADE 1A — `SII .1�5' Y ® !I I BLADE'S '0 OPENIN .0625 HV LONG RECESSED NYLON BUSHING ;I oz n KNUCKLE O.o625' 39 0 0 � (TMP) 39 HV SHORT RECESSED NYLON BUSHING "moi a 0 I FLAT PORTION Ipl R1� j 375D" ® W NYLON HAT WASHER O OR ® ry N LL I B ® HV WHEEL CARRIAGE AISI 302-303 SERIES ! I.� • 471" 40 I n 44 % IZ02.8750' X 0.870"x3/16" THICK NYLON WHEEL. 3 I I �x— M 2 7/8-MIN. HV WINDOW I 315'0 CLEAR 03.0 0.188"0 AISI 302 SERIES S.S. RIVETS I SEPARATION .0625') 3.7500' .0625' ® HV 1 3/4"ACCORDION PIN W/ $8 HEAD * EXTERIOR Uj oPBEN�INGS t 5 3/4- =0H Y-Y -1 ON C ERS Fn .7500" ER W 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 03— 75-�0C��4 POLYCARBONATE IMPACT RESISTANT HV WINDOW i, 13 EEN TYPICAL HV WINDOW BLADE C1 Al AND I I 39 ! 3 I POLYCARBONATE HV WINDOW DETAIL ' ©OR ® ' `( ® or @ I 'I'1 N.T.S. kE E pOTENTO i 0OR ® ' �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE i I12'MIN.CL cE RESINS, UV-STABILIZED GRADE OR SABIC * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y To BLADE E M INNOVATIVE PLASTIC LEXAN 103 RESIN u (SEE NOTE 'F" ON SHEET 19). Hyin Hy IMA ! G)OR ® j i 0 (1) HV PIN ® SNAIL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i1 �� ! EXTERIOR APPLrABLE HV 3 BLADE. TYPICAL SHUTTER ASSEMBLY /� 7.p alpROPa(FS mNO N.T.S. 'HV PIN�2 OR 43 AT REFIDWICE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXT RIOR ue rma no M m m BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 0°,324' (SEE NOTE a FOR _Mw ASTM 092 0n.3 @/l., 0.043 Ind• BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. Das 1T- ® 3 I:.' REQUIREMENTS) I WFln sTRENGM A57"D63e 9.400 pai. 9$00 TYP. I i I F1F3NRAL S]fIFNG,H AT YIElD ASTM 0790 12.500 pai. 13.400 p-L (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 F>rtxuwt YDD.6 ASTM 0700 3'0.000 P.L 3`5.000 psJ. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 200 SHEET OO I f FM MAI ASW0256cr 6 is -@& n @! FT- ! i I ppp 91m.AN,:avJ,rcrF9l5rAs WHEEL CARRIAGE DETAIL SMOKE 01N ASTM 02 n.2 z 013 s W N.T.S. ASSEMBLY LAYOUT IRATE��Rdg 0 A S� o.o� e'� N.T.S. Y6dT1 ASTM G TENSILE SiRFNG1H AFTER WFAn1FN9C ASI"S38 9302 p.iL 9810"J. n HV BLADE SOLID & HV WINDOW BLADE DETAILS SUMSS FORE BEN�°M"9 9"'B e""". 98°°°.`'. N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 02015 EASTERN METAL SUPPLY, INC. .,`, P�•.ER A, o� BERTHA HVTM A Accordion Shutter System �V - /TIL E C® 1 N c. . . . ■ FLY.MADE#1 W/OR W/O H.V. WINDOW RADE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems IEV.N DESAIpno" DATE DRAWN B/: MI- Association, LAssociation, Inc. 1 ALD 11-192 4/13/15 DATE: 4/13/15 AI E OF 6355 N.W.3G@.St.St,-VS.MGM GA ENS.FLORIDA 3376 S�' Phone:(305)871-1530.FOK:(305)871-1531 4268 Westroads Drive 2 DRAWING No F'••ORIDP e-moa:une00oppI.00m West Palm Beach, FL 33407 3 5-085 is;01VAL ENG;p``��: WALTER A.oo ORM U-B'Ja,si P.E. 5 SHEET P.E. gNtF/131121 %RE/DATE 6 4 OF 20 " �°" *NOTES ON HV LOCKS AND CE '�m �Q CENTERMATES: �l3'�"®•V.Jw� 1.)dB�Rf CONDTIION ite ONE Hv LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE Oft B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO�OR CETJTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON 7YPl&SHUTTER ELEVATION. om®� 76 e, 2. DIIION �L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR 24§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE vS^ LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. byyb-Hye 3. OPTIONAL CONDITION ,2 NALD ONLY WH1?7 MatiDATT1RY CONDITION #1 OR LIMBED MANDATORY CONUI IDN USED�gZM H V LOM).•LOCKING RODS{ ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY 4 aa5 ng6 ob0 at®• °p® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING R005 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ^ r 4.WNDMIRY CONDITION J2.ONE HV LOCK I 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN v ilil o a AND INSTALLATIONS AT ANY ELEVATION. HV LOCK I or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERmAT£W/(2) 1/4 4-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS TTY HDC-WC AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. N WISM 15 DITION #11 VAUD ON METRICAL C 1 OR 22:ONE ALTERNATE FSV LACK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND s INSTXZ ATIONS AT ANY ELEVATION. Q AL ERNATIE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE Lock.ATTACHMENT OF 1%4'0-20x3/4'S.S.THUMBSCREW TO OR�CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEEP 8. ONE LOCK SIiALC BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( CEvwo +} _ LOCKS AT 1/3 OF SHUTTER SPAN. ~ 5..1 MBIATORY common 0 Fog KEYSTONF mouNnNa 1NCr 11 A om* ONE HV LOCK® or Q or @ 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. W LOCK® oror®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W//(2) i/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR ID TOP AND BOTTOM 1s COMPLETELY MANDATORY. DETAILS ON SHEETS 10& D r E N 1 J K L Y p q k y e>18 TYP. X HEIGHT. FVLL 17 *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER � CENTERMATE >�-: ONE ALTERNATE HV'T"LOCK Iia MAY BE INSTAI.LED IN LIEU OF HV LOCKS®CTR FOR ANY SPAN AND 1 Qk�dIAND NSTALLATION AT ANY ELEVATION.ALT RNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 9 INCLUDES USING REINFORCING LOCKER�AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10+ 15 okQ+Qm 1�7*Q ok CONNECTED TO CENTERMATES @ AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR W/1/4'0-2Oxi'SS.M.S. INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENT R ATES: i. HD LOCK HDC MATES 3 OR(31 W/ : ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF TYPICAL M HV BLADE SHUTTER ELEVATION Hv LOCKS W/OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE HD LOCK(4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK3�4 TO @ IS W/3#B x 3/8' S F.H.S .M.S..AND INCLUDES REINFORCEMENT INSERT a AS SHOWN ON SECTIONS HD8-HVB AND NDC-Hvc,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS@ 15 COMPLETELY OPTIONAL. FLORIDA BUILDIN CODE( on High, Velocity Hurricane one A.T![ ��,,1" 0 2015 EASTERN METAL SUPPLY,INC. \ZEnrs 'r�' BERTHA HVTM '�`� Accordion Shutter System 1 rt rH c. ■ w ■ ■ H.v RAM#1 W/OR W/O KV. VINWW BLADE 6PTM1 IIATE DAmerican Shutter Systems DRAWN By- ML TICCIT TESTING B ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/73/15 DAZE: 4/13 15 STATE OF : D355 K..36th.5L.51e.305.MGM G DE115,HDRIDA 1316 / R—��-z� phma:(305)871-1534.Foz:(305)871-1531 426$ Westroads Drive z DRAWING No e-moa:bTtero4bDLeom West Palm Beach, FL 33407 3 /gyp fr(�'fji�/ONAI-�1, �`` wx1ERES-006 19 P.E. - a 15—L�8 P.E. SEALMIGIH ARE/DATE FLORDA U..gLLIT 441137 5 SHEET 6 5 OF 20 ONCRE[E ANCHORS POURED CONCRETE POURED OR`CONCRETE BLOCK POURED (SEE,SCHEDULE ON CONCRETE REQUIRED CONCRETE SHEET 13) UACHIN20x3/4"S.S. REQUIRED REQUIRED CONCRETE ANCHORS ttACliiNE SCREWS CONCRETE ANCHORS 17 1 a a 5A FOR nE($FF upurRlNO®oN SHEEE'r) (SEE SCHEDULE ON W/1/4"-20 (SEE SCHEDULE oN SHEET 13} SHEET 13) HUTS 0 12'O.C. ---- 12 OR 14 Min. 1/4'0-20x3/4"S.S. Min. O O MACHINE SCREWS EO O 1 Z' ----- USING 1/4"-20 NUTS 1/ _- 1 J j2- I 9 12'O.C. E.D.* .250'Mox. _-__ -fit -- 13 OR 15 -t 13 OR 15 _ .250"Mox. D.*/ O I O Max. I OPTIONAL �'I / I s 1 —•--r PDONAI. i Mit SPARNIQt I � I 1 I YO nts(SEE � I . 18ACEm T 1 OR 11.'S`' w ' s - MIN.SEPARATION TO GLASS EXISTING W g�T 19 F11R I 1 I I EXISTING 1 r 1 NtOFSmk� I 1 GLASS-�{"-(SEE SCHEDULE ON SHEET ii) S� I MIN.SEPARATION TO GLASS I s EXI511NG ,—(SEE SCHEDULE ON SHEET 11) HY WALL HEADER-INSTALLATION 1 1 G � @ HV WALL HEADER INSTALLATION I NV WALL HEADER INSTALLATION + KEYSTONE EXISTING s s MIN.SEPARATION TO GLASS GtASS--i uvt snaulml � � I �'{SEE SCHEDULE ON SHEET i 1 1 I 1n ON.5(ss I I I ---(DOR 1� i� I I I -----� EXISTING) } s AF GN sEEET MIN.SEPARATION TO GLASS I'n RRalLEm j, I�1 i (SEE SCHEDULE ON SHEET 11) 1 GI.ISS I ON SW 19 rrn I I 9'N6 R® I i IX SRN�G�I I i OPTIONAL I 1 D" {I i r a• / I I Ili �OPTIONAL 1 1 i i tj4"Max. Mme• E F ii ii i s+ 11 17; OR 15 DI i i i i /2' _ _ 13 OR 1 --- 19 E Ea 2 OR4 1 __ _ 1 ___ 1/4'0-20x3/4'S.S. Min. EO EO PHILLIPS TRUSS HEAD I/4"0-20x3/4"SS.PHILLIPSMACHINE SCREWS USING CONCRETE ANCHORS CONCRETE ANCHORS 17 T S TRUSS HEAD MACHINE SCREWS 1 (SEE SCWf 7/4•-20 NUTS a 12'O.C. HEpULE ON (SEE SCHEDULE ON SHEET 13) POURED CONCRETE SHEET 13) POURED CONCRETE 1/4"-20 NUTS 9 12'O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REWIRED ® HY WALL SILL INSTALLATION {sBE SCHEDULEEN -` REQUIRED POURED CONCR SHEET 14) UHV WALL SILL INSTALLATION OR CONCRETE OCK WALL REQ(DR O HV WALL SILL INSTALLATION FR COMBS I-SEE SHUT 4 FOR TYPICAL SHUTTER E D.=EDGE DISTANCE " INSTALLATION D ETA I LS ASSEMBLY W/ -Vow— 2- ' t H\V/ [� 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE IA ON SHEET 19 \J BLADE IN ANY WAY TO SUR ANY 1NSTAUAnaN. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ..... -� 0 2015 EASTERN METAL SUPPLY, INC. \DFNs�':h�'-, _v BERTHA HVTM ' 1L E C O INC. ANS■S■Aw Accordion Shutter System 7k; - RV.DAM#1 W1 OR W/O H.V.WNDDN BLADE �j� American Shutter Systems a, OEscaLPno» DATE DRAWN Br: ML $AT OF TIWT TESTING & ENGINEERING COMPANY 9 . A44a O3ss N.W.J9 h,St.s<.3Oa.Y9i W GARDENS,FLORIDA 3319 Association. Inc. , OLD 11-192 4/13/15 DA1E a/1s/1s Phare:(305}871-1530.Fm:(305)871-1531 4268 Westroads Drive z \ �� a—mel:Ulteca9ool.com DRAWING No ''7i7ps�ONA 11 gGi��,* wAL1FEB-00067 A00067r9,,P.E. West Palm Beach, FL 33407 s 15-085 P.E. SEA�J�RA"TURE/DATE FLORIDA Uc. 44167 s SHEET OF 20 POURED CONCRETE ANCHORS I ' ' ' uw.SEPARATION ) CONCRETE (SEE SCHEDULE ON SHEET 13) I m GLASS(SFE , 1 OR ®� EXISTING i 1 L TO GLASS 50{DUIE oN SN07 I(SEE s(.iTnuN>:ON i REQUIRED "y 11 FOR 6DDE(D. i GIASS-� �.sFPNutnrl i sNtxT it) EDGE OF w 5w t9 F[R I ' 1 1.oR 13 oR 1$ �IF APUBIE IXGIN5� A®LTIOEERSNmAThE® li ii' iIl it @ ~Ii �IW slrtcr tt�) EXISTING ANCHGUS ✓ � LOCATION 10x3/M1 I iti ifI 9 EDGE OF SCREWS $ SLAB F'HWASHER HEAD 3/8 MIN. , 3/8 CONCRETE ANCHORS APPLICABL E II ©+ 7 (SEE SCHEDULE ON SHEET 13) E '1 EDGE OF ' SLAB IF EXISTING ' i i EDGE OF--' 't , APPLICABLE O GLASS— I SLAB.IF I ' /1/2 1 EDS OF nvvuTaBIE i uN sPavmW 'Q' 0' APPUCABLE POURED POURED FIAT HEAD CONCRETE ANCHORS TO tanss CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEEP 14) —I 1Ee aE®' ! POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ON sEEr1g rR 1 OR ® CONCRETE BADESmAQ REQUIRED -D. D.#� (SEE SCHEDULE ON SHEEP 14) 11 .TRENCH INSTALLATION AUD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t ( HV WALK-OVER INSTALLATION SCHEDULE PRESSURE RATING &FOR SPANS PER © HV CEILING INSTALLATION s—� �m awSS CONCRETE ANCHORS EXI �(sFE samO (SEE SCHEDULE OA 15EDULE ON 1/40 A lT4�bRi w+slrtn tq Flirt—,1 E7tlSLING TMOKLOGY OR 1/4.0 NA91SEXISTING I EGLASS XISTING_1 -L'Smutlml GLASS— FASTUERS TAPPER+ANDXRS W/ GLASS I �(stE"AIFDUIf ON SLEET t i) _O YN.sIDrl 1tON TD I 1 3/4'LM EUEEMENT O 6- I I, 4(SIE snEDUIE ON tQ ' O.0 FOR UP TO 6'-d SPAN AND 0 I I I I I I {•GLC FOR SPANS VJiGFA THAN I 6'-0-UP TO 6•-0-MAX APTLY SEALANT AT EVER!FASIFNBR ij 1 I I I ,, i I MAX. (TIP.)(SEE NOTE tt ON 4EEf 11 7/2• 0 i pr 1-IOx3/4-HEX E, ■ FDR _ 3/8- MAX. —Q3 OR i$ i I e t I WASHER HEAD W I I MIN. t I TIX SCREWS „ ;4 0 10 O.C. 14x3/4- NIX HEAD i 1 1 r/F 1/4.0-20rt3/4 SS MS TIT(SCREWS 0 9'O.C. _ ___ ()14x3/4-S.O.S. _ I I I, 1/4' .�'..�.....,•;.''. ?� uslNc 1/4.0-20 NUFs CONCRETE ANCHORS _ _ 6 + 7O 3/ 0 12'O.C. OR 1/4'0-20 SS.M.S. 1 0 9"O.C. -- - Mai. W/NUI'9 9.O.C. I (SEE SCHEDULE ON n 1 ;, v Da9mG NON STRUCTURAL 4______. SHEET 14) 1'7 OR 18 1/2- 1' 17 R 18 •• 2.00-AIIN.'-'., `WALL TRW 0EDORATNE I EDGE OF '•.1:•• E.D. r. SILL) 1I' SLAB IF 814x3/4'F.H.S.D.S. r.�MIN '�' r F POURED CONCRETE I,I i 0 9'O.C. -- 1 7 8- 1 7/8 APP.UCABLE CONCRETE ANCHORS SEE NOTE 13(b) - REQUIRED .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) ` .a OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEET I '`�� `• D. OR CONCRETE BLOCK REQUIRED REGUIRED ®KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM AS.O.pE51GN PRESSURE:.64.-72 ps1 CONCRETE MAXIMUM SIMMER SPAN W-0- REOUIRED QJ HV RAINGUARD INSTALLATION tTHIS INSTALLATION SHALL BE xD>a NOTE FOR COMBINATION OF SECTIONS: rt REMOVABLE WHEN PERFORMED E.D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMRATIONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEEP 19 I N STA LLAT I O N DETAILS W� (1� H V B LA D E ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone _ IN ANY WAY TO SUR ANY INSTALLATION. ``````���A •I ICCY�"' ©2015 EASTERN METAL SUPPLY, INC. .. ! BERTHA HVTM G_ENSF'•.9'--; ® AAccordion Shutter System /TILECO �Nc. A■ ■ ■ ■ KV. MADE#1 W/OR W/0 KY.WNDOW BLADE *: 4/TI�I�I.* TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.L. -Q'- 63g,,•N.W.361R St.St..305•VRQNw GARDENS.FLORDA 331 Association, Inc. , OLD 11-t9z a/T3/15 DATE a/13/Ls Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No e-ro EE tilte-0 B1—M West Palm Beach, FL 33407 i 15-085 WALTER A.TILT Jr.P.E. P.E. S`'tfSI�NA�IURE/DATE FLDRmA u`g 44167 5 SHEEP 6 E OF 20 SEE END WALL SEE NOTES ON LOCKINr RODS CON ECTIONAI 8 ®ANO ALTERNATE HV LOCK®0SHEEP S.LOCKS 2Q ouT 9T IN �DISRNG GLASS INSTALLATIONS W/ 1 HV ** BLADE W HV CENTERMATES BLADE SLACK DETAIL HVFION WITH H BL FOR cENTERMnn-s APPuanoN wRH BIME 1 i©m®m©' 7O6a®�10*Q3 ea OR 24 SEE END WALL. CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 186x ----------- — c @-@.@-R- --------------------- --- ----- -J 2"x2'x1/8'x0'-2' 1 I ®+®°i 1.9+Ooa 19+� 3 1/4" 7" 6 1/2° 7- (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2" m©«® ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)do �IOx3/4" 12- � TO GLASS (4)®10x1/2-S.M.S.TO TUBE O.C.FULL LENGHT. W/ HV LOCK 4 or 12x,1 W/ HV LOCK Q4 or 2 (SEE SCHEDULE AT EACH ANGLE.(TYP) I 3 * 3 ON SHEET 11) 5 ® °^ * 35* I N 5 lO 90"AD ��o O HVB ouT I ® � * HVC 10•OS"©'�"�'©� on oa POURED CONCRETE OR HVA ©°a®°R©+OO ® )�' EXISTING GLASS ©«Oj 1©oa©• 7O•) «I 10.15 ©+Q3«©.©°° r _ eau m BLACK WALL —SYMMETRICAL * I N 6 ' 7 e ' 7 +—T--MIN.en SEPARATION �c11ss 8 8 19« 19. 5 �ExlsnH CENTERMATES 6 866 1 + 8« 8 « 7 TO GLASS 5 J GLASS 1 * © O © O O O (SEE SCHEDULE °a©'® * W/ HVA (INTERIOR) ®•©°"O+O-(9+@ ON SHEET 1 1) MIN.SEPARATION ® m 3 �©+® (SEE SCHEDULE I N _ OPTIONAL ON SHEET il) (INTERIOR) _—_— _—_—_ Ak I - - - FO _- 1 CONCRETE L ANCHORS -- ----- ----�' ok G /-� 1 I 16"O.C. 1'J'il 'k 3 VARIES 3 ��JJ" �* * en 2 ® OUT 6 1/2"MAX.SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM .� Q EN Accordion Shutter System l z I L E C O I N c. . . . . TLV.BLADE#1 W/oz W/0 H.V.WI V. *; l //`�•*= TILLIT TESTING & ENGINEERING COMPANY American Shutter SySfBn1S Ey- DESCRIPTION DATE DRAWN BY: M.L ESTI N.W.TES INL.Ste.305,ENGIVIRNEERING GARDENS. MPARMA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'- STATE OF :,� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 6Keoo®e 1— West Palm Beach, FL 33407 3 ��`, EES-0006719 15-085 FS•'.•••••••'•NG WALTER A.TILUr Jr.P.E. 4 FLORIDA Lie.0 44167 5 SHEET P.E. 1A{(i�AiC'1E7E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK a HV MALE/FEMALE "T" LOCKS CENTERMATES ft 9 & LOCKERS (2=71 W/ M HV BLADE SEE END CONNECTION DETAILS ON [HEFTS 10 k 18 INSTALLATION (I_HV BLADE OUT I N Y��Ex snnc cvas BLADEpsucN oETA+L HYi.INDICATED on SHEET a W/ HD CENTERMATES AS WELL AS UNNITZAL FLOATING BLADE®MAIL H00—WO, ©w/®,'�'�w(�6•Qa g�„I0•O3 ar INDICATED ON DIIS SHEET•MAY BE USED WITH THIS ALTERNA 4EE fN0 WALL CO 10•k.Jw�.�, o,(�• m INSDCSATION DETAII.FIC SHOWN IN THIS SHEET NNECTION I ®'O'�w®'C) �w DETAILS ON SHEETS iD a is (3363-Ta ALLOT)A-_, uxxrZrET s�+Tx cm 35 35 Rs ro uwcREIE Sje' I -- - --------------- tOPDONAE} d tanGNAU ) (aMso,r/rpv TO.;U P1o�fa•s.Nsasr - ----------------- "'----- i -^'- ----------'----- --- -'--1_ Ar EAp7 ANac D.c sTNL LFNGfiT. /(Y N 3 ( ) I FIN t4}fLV. iN (4)H.V. wH.SEPM,DOIa 30 HV "T"" vws(m.) PINS ro aAsIfs 3 LOCK (INSIDE) t $ o or. ') s (sTE aT+nuE a«sHar ,y e n 5 i za 29 1 1 r6• :ara• 6rc � 32 5 35 OUT 310R3�2 3* 31aR32 31oR3 35y�* 31oH * ® * 2 w% 7/8? POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR jEXIS TING GLASS — J 2"MIN 0 16'O.C. TAN.SEPARATION r +� 2'MIN. TO GLASS(SEE 1 MIN.SEPARATION SCHEDULE ON SHEET To GLASS IAN.SEPARATION(SEE I i TRUN. LASS(SEE EO 1 EQ TO CUSS(SEEF11 FOR BLADE(DAND SCHEDULE ON SHEET 1 i SCHEDULE ON SHEET i SOEOl1LE ON SFEET 1/+6'x3'MAX. ON SHEET 19 FOR 11 FOR MADE SAND 11 FOR BIADEQAND 11 FUR BLADE 1QAN0 (6063-T6)COM. ��Q5�1 ON SHEET i9 FOR 1/2' ON BEET 19 FOR ON SHEET 19 FOR ALUM. CLOSER II (LOCATE AT ) BLADFSQ&� PLATE. (LOCATE +/2 \ BLADES & T-1~ MAD6 & EITHER SIDE AT EITHER SIDE MIN 1 OF OF®) I d.USE 1"OR 2"MAX. 1/2 IN. #10x1/2"S.M.S. I ___—_ AL INUM AUP ANGLE #10x1/2'S.M.S. a 16"O.C. ALUMINUM CUP ANGLE 0 16'O.C. 4 (6063-T6 ALLOY)AT MIDHEIGHT (1) #10x1/2'S.M. Top& 4. ` / (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1'D.C. (LOCATE AT SIDE CONNECTION jOR:�\ EITHER SIDE OF®) 1 OR 1 OR ®� SEE DETAIL X FOR 1 OR ®� TO TRACKS SIDE CONNECTION ®�,©•Om® 0•®m SEE DETAIL X TO 4 6• 7 m B 10 TO TRACKS m m 6. 7-8 m 0• SIDE CONNECTION ®°'O O O� ®m ®"' tOm®m©•�0•®m To TRACKS ,0•m®m�•�©•©m 10•®m©•®m0•©m 10•®"©.®m©.®°" 6 7 6 7 6 O•©m0.0•®m O.O.©m0.0•®m 7 6 T ®�®m® + ®mp•® O Vim® ®mom O m0.0O ®m®•®m®•O �® D CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL�3 END CONNECTION DETAIL •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING �IXISRNG GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED F1QJ.SEPARATION #1 1/2"S.M. TO GLASS(SEE ® 16' .C. SCH ON WSS(SEE _ E OR®ORQOR II F�RADEm CONC ETE 1/2"MIN. �snnF ON SHEET _ ON SHEEP 19 FOR ANCHOR® BL 11 FOR ADE PND 4 ______ __ ____ OR OR i OR 1 CONCRETE BLADES S 12'O.C. ) 5 ON SHEET 19 FOR BIRDS 0& ______ OR@ ANCHOR Q o 16" 1/2'MIN. 4 O.C. �__ _1/2-MIN. ----- EQ - --- 6 OR®OR(DOR 2°MIN. 2'MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y BLADE 0ON SHEEP 19 QORI3OR�OR�OR� 5 1 aR & PLAN DETAIL X POURED CONCRETE OR ©m®m©•Om® +D•®m END INSTALLATION CONCRETE BLOCK WALL ®"®°"O O O O 10'®m®•�®•®"' REQUIRED 6'6m6•6m6'6m ©•O•©m©•O•®m BY BLADE OR HV WINDOW BLADE INTO OR HV WINDOW BLADE INTO © O ©m©O ®m © ®mp Om® OmCONCRETE OR CONCRETE BLOCK WALL. CONCRETE BLOCK WALL. END CONNECTION DETAIL(� &@-@'@-@'@-" END CONNECTION DETAIL© mQ® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone °•�0R D 2015 6STERN METAL SUPPLY.INC. ?= GENS `�9'� BERTHA HVTM — fT1w� S Accordion Shutter System DECO C ® 171. Y . . ! IHV.RADE#1 W/OR W/0 H.V. WINDOW BLADE American Shutter Systems (y_N DESCIRI"ON DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc' 1 OLD 11-192 4/13/15 DATE 4/73/15 STATE OF :'�` 6]55 N.W.36N.SL.St 3D5.VMGD81 GARDENS F1AR�A 331 9 Ph—:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No c'•., GRID .•'� o- H:61teoo®ooLcom West Palm Beach, FL 33407 3 ONAL � WALTER A�0LJ7f1Jr P.E . 15-085 ''7 x1` FLORIDA U..P 44167 5 SHEET P.E. "Cg'�+�11VA'fURE/DATE _6 10 OF 20 SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER. SPAN*"L+" + p • (ft.). FOR INSTALLATIONS W/ I OR `L-" (ft.) FOR R I-- (ft.) INSTALLATIONS INSTALLATION EGEND CENTERMATES.® &®or W or INSTALLATIONS W/ OSI W SYMMETRIC CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®ar® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, , C, O, E. M, N. , P. Q, A.S.D.DESIGN PRESSURE RATING. ® ® ODS MOUIITING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.it) SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M MAi[Ulf a6oNn cn .INST IATONS aSo SMION INSTAUAT10N5 DETERMIGIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, as.o.OFscN GR65VRE WAIL MOUNTING rRESSORE / GIVEN ANNEGMATNE A.S.D. ESIGN PRESSURIMUM SPAN 'L+' FROM E RATING, PREAVRE WALL MOUNTING FLOOR/CEILING RAnNc FLOOR CEIUNG MOUNTING Rnmlc MOUNTING w'.0O & OR (A`r) FLOOR/CFJUNc MOUNTING (p•,.rJ DETERMINE MAXIMUM SPAN 'L—"FROM SCHEDULE. (+OR-) I.OR-) FLOOR' ALL MOUNIINC L+ (IlJ L- L 4 (fQ L-(RJ L+ (R) L-(TI) L+ (R) L-(RJ 6 MAXIMUM SHUTTER SPAN 'L+`OR "L-"FOR 16'-0 16'- 16'-0" 16'-0' 30 16'-0' 16'-0' 30 16'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 105 PST.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+-AND L 0" 0- 15'-2' 16'-a' 35 14'-70` 14'-10• 35 15'-2' 16'-10" 40 13'-10' 13•-10- 14'-2" 15'-2• 40 13'-10" 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR h5 13'-1• 13'-i" 13'-.4' 14'-3' 45 13'-1" 13'-1' M1S 13'-4• 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8' 13'-7` 50 12'-5' 12•-5• 50 12'-3` 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION y2 55 11'-10" it'-10" 12'-I' 12'-11' 55 11'-10' 11'-10' S5 11'-1' 11'-11' FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4" 60 )1'-4' 11'-4" 60 10'-2' 10'-11' NOTE�5.SHEET S. RATING: 65 10•-10" 10•-10' 11'-1' 11'-11• 65 10•-10" 10'-10" 65 9'-5• 10•-1• DETERMINE:, _ L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6• 10'-6• 10'-9' 11'-5' 70 10•-6" 10'-6• 70 8'-9 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-i- 10'-4' 11•-1' 75 10'-1' 10'-1• 75 - 8-9 tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. 80 9-10- 9•-10- 10'-0' 10'-9' 80 W-10' 9•-10' "L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' W-6` 9'-9 10'-5• 85 9'-6" 9•-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5" 10'-1" 90 9'-3' 9'-3' SHALL BE UMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9•-0• 8'-9" 9'-2- 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 p.s.f. AND 8•-0" SPAN, SEE LL-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 6'-9` 8'-4• 9'-0• 9'-7' 100 8•-9" 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' 9'-4" 105 W-7" 7'-11' 110 8'-4• 7'-7" 8'-7' 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• 7'-3` -4• 8•-11' 115 8'-2• 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+', l2+', "Lt AND Lz 120 8'-O- 6•-11' 8'-2" 8'-9" 120 W-0` 6•-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7•-10" 6'-8' 8'-0" 8'-5" 125 7•-10' 6•-8` ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8' 6'-5" 7'-10" 8•-1' 130 7'-8" 6'-5- WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. 135 - 6'-2" T-9' T-9" 135 7•-7• 6'-2' 7'-7'-7"140 r-5" V-11" 7'-7• 7'-6" 140 7•-5- s'-1,• ASTM E-1996 SEPARATION 145 7'-3• 5'-9" 7'-5" 7'-3• 145 7'-3• s•-s• TO GLASS 150 7'-2" 5'-7' 7'-4- 7'-0' 150 7'-2' 5'-7" 155 7'-0• 5'-5' 7'-2" 6'-8' 155 7'-0' W-5. 1 THRU 3 1" 160 6'-IY S'-2' T-i" 6'-7- 160 6'-11' 5--2- 165 6•-10" 5'-1" 7'-0' 6•-4' 165 6•-10" 5•-1' 170 6'-9" 4'-11" 6'-11' 6'-2" 170 6'-9" V-11' 175 6'-7- 4•-9" V-9- W-O" 175 6'-7" 4'-9- 180 6'-6' 4•-8- 6'-8- 5'-10- ISO 6'-6" 4'-8- 10 H V BLADE 185 6'-5- 4'-6' 6'-7' H-6- 6--4- 185 6'-5• 190 4'-5• V-6" 190 6-4" 4-5195 6'-3' 4•-3' 6'-5195 6'-3" 4'-3" 200 6'-2" 4'-2200205 6'-1' 4'-1' 6-3205 s•-1- 4'-1• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. N`O'ki p fill(�T! ft/ � BERTHA HVTM .•' ®® Accordion Shutter System 1 E C O tac. A.�.�.�■ TLV.BLADE#1 W/OR W/0 H.V. WNDOW BLADE ,qr,q� American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY:ALCLY. LG. TILLTT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 N.W.3M.SL,Ste.SO5,MR4411A GRVEM.FLAROA 3316 s Pl,ono:(305)871-1530.FOa:(305)871-1531 4268 Westroads Drive z DRAWING No � c-mail:Lltaco®a L... West Palm Beach, FL 33407 3 F oP �. 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L MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A S n DESIGN NEGATIVE PRESSURE RATING AND A CnDRESPONDING MWN(ING TYPE FOR CONCRETE OR CONCRUE DIM 06TAI i AT10NS (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/OONCETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c-3 ksi) uAwMDu QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Men.Cc=3 ksi) SPANANCHORS SPACING I FGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.rc 3 ksi) (R) ,OL57(xi!fflAIAE fRE411fE RABND(� S0.061Gt1 NFTA'R,E nE59DE fLMBl6(psi DISCI IEGaNE PI✓1351AiE MTING - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min. /'c-2 ksi) 30 40 60 75190112011601205 JO 40 60 75 90 120 1b0 205 30 40 GO 75 9011201760 20.5 TAPCON OR _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION-INC. 12 10 9 B 8 1 6 15.5 14 12 10 9 1 8 1 B 1 6 6 14 12 10 1 9 1 8 8 1 6 6 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 8 6 6 (Min.V.=3 ksi) PLA_POINTS SOUD-SET OR LESS 14 72 10 9 8 8 6 6 14 12 10 9 8 8 6 fi 14 12 10 9 8 B 6 5 BLUE TAP'W/CAP NOTES: 14 72 10 9 B 2 a 7 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON VNTIIN ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B B 7 5.5 3S to 12 I0, 9 B B 6 E 14 12 10 B B B 6 5 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 55 14 12 110 9 8 8 6 4 1a 72 tD 9 e B 6 45 74 12 t0 9 9 e 4 35 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS SMALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 B 6 4.5 14 12 10 9 B B 6 55 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND ♦SEE AOQ S pF USE FOR 74 12 tO 9 7s 5.5 3.5 - 14 12 tO s B B 6 5 14 12 10 9 B 7 55 4 BNAOLOW sHj I9 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 8 6 6 14 12 10 9 B 8 6 SS 14 12 10 9 B B 6 45 EIN 14 12 t0 9 8 7 4 - 14 12 I0 9 8 65, 5 15 14 12 IO 8 6S 5 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 74 12 t0 B e 7_ 4.5 - 14 12 to 9 B B 6 4.5 14 12 70 9 B 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 9.5 7S 65 4.5 - - 14 12 10 9 e 75 5S 4 14 12 10 s e e 45 JS NOTES A. &A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTRHOUT META_STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 fi - 14 12 10 9 B 8 8 5 14 12 10 9 8 65 •5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. W-0' 14 12 10 9 75 5.5 3 - 14 12 10 8.5 7 55 4 3 14 12 8 65 SS 4 3 - ta 12 10 9 8 6 - - 14 12 10 9 B 65 5 175 l4 12 10 B5 e 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 6.5 8 3 - - 14 12 10 9 8 6.5 45 .5 14 12 10 B 7 5 4 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDFX. /4 12 10 9 e B - - 14 12 t0 9 8 7 5 4 74 12 10 9 75 55 4 J - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7•-0 14 12 f0 a 6S 4 - - 14 12 9 75 6 45 JS - 14 70.9 7 SS 45 7.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 BS 7 4 - 1{ 72 to 9 75 SS 4 - 74 12 s 7 75 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS.FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. 14 11 7 5.5 14 12 to 9 7.5 5.5 4 - 14 12 9 7 6 4.5 3 - 8'-0' 14 12 10 B 8 6.5 - - 14 12 10 9 B 6 4 - 14 12 10 8 6S 5 3.5 - NOTES: 14 12 85 7 55 3 - - 14 12 8 65 55 4 3 - 25 95 b 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPGON 1 12 95 75 B 14 12 9.5 B 65 5 - 14 12 8 6 BS 4 - - WITH ADVANCED"THREADFORM TECHNOLOGY ANCHORS S 1. 1J 95 6.5 5 35 - - - 14 12 10 B 65 5 - - 14 12 8 6.5 5 4 - 9.-0, t' 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 8.5 7 5S 4 _ = 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 75 6 4 - 1'a I'll 7 55 5 35 - - n 8 55 4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"m-20 S.S.MACHINE SCREW USED SHALL 6E 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.5 - - 14 12 B.5 7 55 4 - 14 10.5 7 55 6 4.5 - - DOST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. IIS 8S SS 4 - - - - 14 12 9 7 6y IS - - 14 11 7 5.5 45 35 - - 14 12 f0 9 75 - - - 14 12 10 8'65 5 - - 14 12 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 f05 7 5 35 - - - 13 95 6.5 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SVD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - 14 I1.5 9, 6 5 4 - - 12S 95 B 5 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META_STUDS CONSULT THIS ENGINEER. OS B 5 - 74 12 8 BS 55 4 - f3 f0 6.5 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. t4 12 70 - - - - - 1{ 12 s 7 6 4.5 - 14 105 7 55 45 3S - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEgFlCATIONS OF THE ANCHOR'S MANUFACTURER. 11'-O'125 95 5 - 12 9 6 45 4 3 - - 9 7 45 35 3 - - - (C) 14 10 7 - - - - - 14 105 7 SS 45 - - - 11.5 BS 55 4.5 .79 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 T5-f--- - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - - FnGP DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0" 14 12 10 - - - - - 14 12 B 8.5 5.S - - - 13 t0 65 5 4 - - - I1S 17 8 5.5 4 35 - - - 8 6 4 3 - - - - Llq)(IML1M ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING - - 13 95 65 5 4 - - - OS B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 14 105 7 55 4.S - - 11 BS 55 4S 35 - - - REDUCED SPACING OBTANED USING FACTOR SHALL NOT DE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - 14 11.5 7.5 6 5 - - - 12 9 fi 4S 4 _ _ FACTOR 13'-0' O5 ii - - - - - - 1D 7s s 4 3 - - - 7.5 ss 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ __f2.5 BS - - - - - - 12 e 6 45 4 - - - 95 7 5 { - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - 13 95 65 5 - - - - OS 75 5 4 - - - - HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 _ _ _ _ _ - 14 t.5 . SS - - - - 11 85 5.5 4.5 - - - - ED. MIN.SPACING=3" MIN.SPACING a 3' MIN.SPACING-3 1/2" MIN.SPACING = 3' 3 3/4' 4' 10 75 - - 9 7 45 3.5 - - - - 7 5 35 J - - - - HV BLADE W POURED CONCRETE& TQ,TED pWaNETE !L♦QETE 1300( POURED CONCRETE& POURED CONCRETE&pOI ED CONCRETE C1IDa&TE aarx 11.8 8 - _ - - _ - 11 B 5.5 4.5 - - - - 0 65 4.5 - - - - - HV WINDOW C NN ED.=3'�K MN M-3 11V WL E.D.-2 1/Y Cu M.3BLOCK CONCRETE BLOCK NN E0..31A2"MN ED•21/2' 7-5 - - - - - - -KID - - - - - 95 7 45 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.64 1.0 15' _L_ 14 - - - - - - - .5 - GS B 5 - - - - - BLADE WORKING 2 1/2- - 0.81 1.0 - - o.67 1.0 g _ _ _ _ _ _ _ _ _ 65 5 IN UNISON ♦- - - - 2' - 0.717 - .514 - - 10 75 5 1 1/2" 0.p - - 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - - - � ��P:TIC(/T J.,,�� ©2015 FASTEF2N METAL SUPPLY, INC. 'Q��' cENSF' •�- BERTHA HVTM E C® �N �. a .�. Accordion Shutter System Kv MADE#1 w/OR w/o Kv WINDOW®ADE American Shutter SystemsU.5.,Ste..3Ly,N DESCRIPTION DATE DRAWN BY: M.L_ Lr_ N. TESTING ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF y5555 N. >b61,VMINA G,RDEN6,F A81M]7I6 4268 Westroads Drive x Phone (305_moil:5J0.Fax:(305)871-1571 DRAWING NO pFF., moi61EB-�0e6®191.wm West Palm Beach, FL 33407 15-085 *,,SSIONA\-1��\��` WALTER V B 44167E• 5 SHEET E.E.'ftk"Ie&IJRE/DATE 6 13 OF 20 MAXIMUM ANCHOR• SPACING (in.) SCHEDULE FOR A GNEN MAX SHUTTF'R SPAN d c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1,J,K k L ON SHEET 7) POURED CONCRETE POURED CONCIR CONCREtE.BLOCK ANCHORS SPACING LEGEND MA MUM _TALK OVER'k I1 TRENCH Oj RNNGUARO MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN OR ASD.D50 NErAlK POFSSIWE WING 8.DMM NETATNE MMURE PA11NG(Ps SD.DE99N WATNE PRMRE RATING SD.CUM 1EQUIVE PflMRE RATING(psi D (R) TAPCON WITH ITH ADVANCED 30 40 60 175 90 120 1 D 205 30 40 160 175 190 11201160 205 30 140 160 175 190 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 0 8 6 6 12 12 12 12 12 15 85 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" la 12 10 9 e -8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 B B 8 6 6 12 12 12 12 0.5 8 6 4.5 7 7 7 7 ] 7 7 65 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7S 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 f0 9 B 8 8 8 12 /2 12 12 11.5 85 8.5 5 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 0 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 J.- 14 12 10 9 8 8 6 6 12 12 12 95 8 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12' 10 9 e 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 0 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 J 5 5 5 5 5 5 4 3 5'-0' 14 12 JID 9 8 1 8 6 6 I.L2 12 12 12 10 75 554 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 i4 12 10 9 8 0 6 6 12 12 9.5 75 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 * SEE ANCHOR 14. 12 10 9 B 8 6 6 12 72 12 95 8 6 4S - ] 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 0 6 6 I2 12 IS 9 7S 5.5 4 3 7 7 7 7 -7-1.5-3 S - 5 5 S 5 5 4S u - SPECIFICATIONS 6'-0- 14 12 10 9 8 8 6 6 12 12 12 10 0 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 S 5 5 5 4 3 14 12 10 9 B 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4.5 - 74 12 10 9 B B 6 B 12 }2 10 a 0.0 5 35 - 7 7 7 65 5.5 4 5 5 5 5 5 4 3 7,-0" 14 12 10 9 e 8 0 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 8 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 ESS 5 4.5 3' - - 7 7 7 7 6.5 5, 3 - 5 5 5 5 5 5 75 3 4 12 10 9 6 8 6 s t2 12 Is 7 ss 4 7 7 7 7 7' 5 - s s 5 s s s 4 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 8S 7 55 4 3 7 7 7 55 4.5 3 5 5 5 5 4.5 35 - PSF A.S.D DESIGN PRESSURE 8,-0. 14 12 10 9 8 8 6 -' I2 12 D.5 75 6 4.5 SS - 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5. 5 5 4 3 -_ SCHEDULE #3, SHEET 11 14 12 10 1 9 1 8 8 5 12 11 75 6 5 3.75 - 7 7 7 7.5 8 45 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 15 75 6 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 6 - - 12 12 95 OS 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 B 8 O5 8 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 6 t2 10 65 5 45 - 7 7 7 65 55 - 5 5 5 5 5 4 14 12 10 9 8 a 12 OS 7 55 45 35 - 7 .7 5.5 4S JS - 5 5 5 45 35 14 12 10 9 8 8 - - 12 11 8.5 6 5 A - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9.5 7 4:5 3.5 3 7 7 -7-5.5 45 - 5 5 5 5 45 35 - 14 12 10 9 0 B 12 9 6 5 4 7 7 7 6 6 5 5 5 4.5 5 14 12 10 9 B 8 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - 11'-0"14 12 10 9 8 8 - - 12 10 7 5.5 4S 14 12 10 9 8 0 _ _ 8565 4 35 3 _ _ _ 7 7 6 5 4 - - 5 5 5 5 4 3 HV BLADE ONLY 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 5.5 45 - - - 5 5 5 5 4S - - - 14 12 iD 9 0 15 85 7 SS 4.5 J.5 - 7 7 4,5 5 4.5 35 3 14 12 f0 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 5 5 1 5 4.5 35 14 12 10 9 8 8 6 4 3 7 7 55 4.5 35 - 5 5 5 4.5 4 3 14 12 10 9 8 10 75 5 4 7 7 6 5 5 5 5 5 4 1412 10 9 8 - 05 6 5 4 JS - 7 6.5 45 3.5 - 5 5 45 35 3 - - - 13,-0"14 12 10 9 8 - - - 11.5 8.5 6 4.5 35 3 - - 7 7 7 7 7 4.5 - - S 5 5 5 5 5 4.5 3.5 L4_12 10 9 8 7 5-1,1-5.3 7 7 5 4 3 5 5 5 4 3 14 112 110 1 9 19 7 4-513.75 - 7 7 55 45 - 5 5 5 4,5 4 14 12 10 19 - 10 75 5 4 13 7 6 4 3 5 5 4 3 14'-0"14 12 10 9 - - - - 05 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 I4 12 10 9 - 6.5 5 3 7 7 5 35 - 5 5 5 4 14 12 10 9 - 8.5 6S 4 7 7 5 4 5 5 5 4 14 12 10 9 7 45 3.5 3 7 S5 35 - 5, 5 3.5 3 1$'-0�-1L44- 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - B 4S 3 7 7 45 7 4S 3.5 - - _ _ _ IgS _ _14 12 10 B 6 4 7 7 5 14 12 10 - - 85 65 4 3S - 7 5.5 3.5 -16'-0"14 12 10 - - - - - 95 7 4.5 J.5 3 - - - 7 7 7 7 6 3 - 5 5 5 4S 3S1412 f0 8 45 3 7 115 4 4.75 75 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. P • �r�,,, BERTHA HVTM 1 L E C® �a� Accordion Shutter System � H.V.RAVE#1 W/OR W/O KV.WWOIV ELACE � - TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems �,,N DESCRIPTION DATE DRAWN BY: ML Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 z •• STATE OF 6355 N.W.368 5L,71 153 V.Fox 6(305).I1-1514 JJl6 4268 Westroads Drive z Phone (305)871-1570.Fax (305)871-1531 DRAWING No OR ON,.'\Q a-mall:6N006719l.�om West Palm Beach, FL 33407 J EB.TILUT19 4 15-085 �LTM A 71LlIf Jr.P.E SHEET P.E. SEAL/370N►1TtC1N /DATE www'u`.6 44167 6 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (psf.) AND GORR O PONDIN MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). LJ B !E�3TRATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN_ COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=O.36 PLYWOOD MIN�GG-0.50 w/ W/ MIN. G=0.43 W MIN. 0=0.36 NNfRNN SPAN(R) WALL�MPUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M. O & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'Q S&V 5 &V 5&V R95 a6mK RII9a PA701R4I 8971 aTSM flf19A�RVG6(� .II®I ISAM1C 1773915 PR11G(piJ EUOI NGR#Nf79.�GIN' D50 ROBE N71414 MV 1 DUK PR341E ROTC M M.MO WA K PR MK PA06(F:) MCI IBA1K FR393E DING(pi)LM 090 HWM own Mw Gall ul 090 WAK TOM WN;M 3 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 160175 90 OS -0"OR LL 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 1019 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 1D 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 [4.5 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 5•-0" 12 10 70 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 8 6 5 12, 10 IO 9 B 7 6 6 6 6 S 6 5 4 4 4 3 12 12 12 12 12 72 12 12 12 72 12 12 12 12 12 12 12 OS 6'-0" 12 10 10 9 B 6.5 6 6 6 6 5.5 4S 12 10 10 9 B 5 6 B 6 .5 5 M1.5 12 10 10 9 6 3.5 6 6 6 5 M1.5 6 5 M1 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 8 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 S 4 3.5 6 5 4 4 - - 12 12 12 12 12 I2 12 12 12 12 12 10.,'12 12 12 0.5 6.5 7.5 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 1016 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 6 6 .5 3.5 3 fi 5 M1 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0 112 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 70 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4 3 3 6 5 3.5- - - 12 12 12 12 12 10..12 12 12 11. R.5 SS 12 12 10 8 6.5 5.5 10-0" 10 7.5.4 6 6 5 4 3 - 12 10 6 3 6 6 4 .5 3 - 12 70 3 - - 6 6 .5 3 - 6 5 - - - - 12 12 12 12 1.59.512 12 1210. 8.57.5 12 12 9 712 I O 5.5 - - 6 6 4.5- - 12 10 4.5- - 6 55 3.5- - - 12 10 - - - 6 .5 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12•-0" 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- 6 5 3S- - - 12 10 - - - - 6 5 - - - 6 5 - - - - 72 12 12 1.5 9.5 8 12 12 it 8.5 7 6 12 1.5 7.5 6 5 4 13•-0" 12_ 10 - 6 6 - - 12 70 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 M1.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5S 12 0.5 7 5.5 4.5 4 14'-0" 12 70 - - 6 5.5 - - - - 12 7 - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 45 72 9.5 6.5 5 4 3 15•-0" 12 - - - 6 - 12 - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 17 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 72 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 1.5- - - - 5 - - - - - 6 - - - - 12 12 10. 8.5 6.5 4 12 12 B 6.5 5 3 17. .5 i (1� HV BLADE OR HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON® •SEE U, ONS Or USE FDR 6140E WON SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL,FLOOR OR SOLID WOOD SOFFIT SHAD BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=6S5(N.DS) -1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDS% W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON E SUTS 16&17. -SPRUCE PINE FlR NORTH W/0-0.43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(ND.S.) -MDL 1/2'COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFlCATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �.•111111111111111A� �������� Accordion Shutter System Y � rr i� E C ® 1Nc. ,.�� �,� ttv.MADE#1 w/OR w/o KV.N1ND0W 13.a»E Q ; r American Shutter Systems REV.No DESCRIPION DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY 1 a4167 6355 N.W.36M.SL,a..305.VIGe1LA GUIDONS.FLORm4 1716 Association, Inc. OLD 11-192 4/13/15 DALE 4/13/ls -�7(j •• = Phone (305)871-1530.Fox:(3O5)871-1531 4268 Westroods Drive 2 DRAWING No -men:tlltaeooeol.eom West Palm Beach, FL 33407 3 EB-00067194 1 5-085 STATE OF ca, W&TER A.TILLD J,P.E 4CY FLORIDA Lie.8 44167 6 SHEET 15 OF 20 '''iu 8 S!0NRF' V o``\� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & q& HV:+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON _TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ I 1/Y Min. PENETRATION TAPCON WITH ADV CEO THREAOFORM TE NOLOG OF THREADED AREA TO W/1 1/2"Min.PEI ED AREA TO EXI G p MN SEPARATION 1 1 I ) OR EXISTING WOOD HEADER. WOOD HEADER.(SEE ON SHEET 1 p TO CLASS(SEE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S. MACHINE SC— SCR OIEDULE ON 9fFT x '' 1 18 SCREWS W/ 1/4'-20 NUTS �—11 FOR BApE®AND I ORg, Min. ® 12"O.C. p BLADES O&ON SHEET 19 FOR I EXISTING _ EO E GLASS—ll I I c p WALL III I iv I 1 oR 15 FINISH praPnONAL L�1 WALL .`,..: .Y..•'�•. I _ '' FINISH ) OR EXISTING MIN. I •- p 2'x4'WOOD I 1 OR O ILi EXISRNG MIN. HEADER REGUIRED ® 2'x4'WOOD 1f"0 TAPCON OR TAPCON WITH ADVANCED I I HEADER REQUIRED THREADFORM TECHNOLOGY W/1 1/2" EXISTING I MIN.SEPARATION I I I I 1 In. PENETRATION OF THREADED AREA TO GL SS I TO GLASS(SEE 1 I EXISTING WOOD HEADER. L—SCHEDULE ON SHEET DOSTING �— MIN.SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 15) I 11 FOR BADE a). GLASSY (SEE SCH FF•'S ON SHEET 19 FOR 2'x4'CONT.SILL 1 ®ADEs O&a PLATE REO D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION MO HV WALL HEADER INSTALLATION 1 11p I I EXISTING I MIN.SEPARATION TO GLASS 1 I MIN.SEPARATION TO GLASS 1 x ) 7 (SEE SCHEDULE GN SHEET 11) GLASS MIN.SEPARATION TO CLASS 1 1 1 1 i EXISTING /n 11) IXGLA S 1 I x NN��--{I cLA55� ' CLASS—p WOOD PIATE((�SCHEDULE ON SHEET 11) 7 I 1/4'0-20x3/4"S.S. c REO•D. �� 1/40-20x3/4'S.S. MACHINE SCREWS ' I I \ E {'1'. USING 1/4"-20 NUTS MACHINE SCREWS W/ I p ® 12'O.C. WALL I � ,�•'t:;1/4"-20 NUTS® 12" i I FINISH I I I / O.C. I I �' ;�.�:..:;��a 1 oti 18 1 OROB L—J,,i1 OR 15 OR 2'x4'CONT. WOOD PLATE 1 I'Min. REO'D. - _ 1/4-0 TAPCON OR TAPCON WITH ADVANCED OR \ 62SI THREADFORM TECHNOLOGY W/1 1/2" Min. PENETRATION OF THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED _ (SEE SC WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" 1/4'0 TAPCON OR NOTE: (SEE SCHEDULE ON SHEET 15) Min. PENETRATION OF THREADED AREA INTO PLYWOOD L TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH SEE SCHEDULE ON SHEET IS EXISTING MIN.2'x4' 1/2 MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. } ( ) PLYWOOD REO.O. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAR BE , STUDS 0 16'O.C.MAX. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO MIN.CD%PLYWOOD ftEQ•D. REO•D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) Burr ANY msrALunDN. ®HV WALL SILL INSTALLATION (STING MIN.2'x4'STUDS® 16'O.C.MAX.REO�D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION SEE LR(rCONS OF U'E OF ©HV WALL SILL INS !ON F.R.C. BADE VA ON SHEEP 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. A�rl`Q%*' 13ERTHA HVTM A.S.S, . Accordion Shutter System KV.MADE#1 W/OR W/O KV w1INDOW BLADE •Y' A_W ; � TICCIT TESTING ENGINEERING COMPANY American Shutter Systems EV,x 'oESCII1PTlox DATE DRAWN 8f: M.L. Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 055 N.W.30h.St.St'.305•NR44TIA WDENS.FLORIDA 3316 4266 Westroads Drive z • Phone (305)871-1530.Fax:(305)871-1531 DRAWING NO mal1:111teaa6mal— West Palm Beach, FL 33407 3 15-0185 •.•CV�� o ®-0006719 ------------ �ORIOP,.�� WALTER a TILUT 3..RE 4 +'moi �•••'• �' FLORIDA Lie.j 44167 5 SHEET P.E'�'� CQlja& �DAiE 6 16 OF 20 1uu 0 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & a _HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BME n ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WP11 FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4.0 TAPCON OR4'x8'(Min.) EXISTING EQ EQ 2 MIN.--1 TAPCON WITH ADVANCED WOOD BEAM REQUIRED. I EDGE(IF APPUCABLE) - THRFADFORM TECHNOLOGY STRUCTURAL ADEQUACY W/1 1/2'Min.PENETRATION 1/4"0-20x3/4•S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD EXISTING WOOD HEADER. Min MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EQ EQ _ ffE O 12.O.C. SHUTTER INSTALLATION. /2 1/2 RAFTER 0 24" O.C.REQUIRED 1/4.0 TAPCON OR1 oR 15 TAPCON WITH ADVANCED EXISTING SOFFIT ,257" THRFADFORM TECHNOLOGY I3/4'Max.TRK. Max. W/ 1 1/2'Min.PENETRATION Igx/q- E EQ 1'x4x1T6 CONT.ALUM.TUBE OFYISn REN ED,HEADER. EO EQ S.IA.S. I (3 5316 0 LAG YSCREWS TO OPnONAI O 6.O.C. I - 1 Or 1 Or 15 TACH RAFTER OR TRUSS. +- I (SEE SCHEDULE ON SHEET 15) © Q 1 or i© or 15 I LOCATE LAG SCREWS AT NIDWIDTH OF EXISTING WOOD .EXISTING MIN 2"x4' 1 I MEMBER. (2"Min.NOMINAL EXLSTING� HEADER REWD MIN.SEPARATION TO GLASS I OPEN NOLE AT EACH WIDTH) TI 2'Min. GLASS I EXISTING STUD T0,ACCEPT LLff I PENETRATION O THREADED 1 (SEE SCHEDULE ON SHEET 11) GLASS i 5/16'0 LAC SCREW }� AREA VALID FOR AT CENTER OF TUBE. ll(}}{Dlll1 INSTALLATIONS WITH 72psT I i I I I MAX.A.S.O. DESIGN LOAD AND As1,sslvwlaN )` EXISTING uN gPARAnw 9'-O"MAX. SPAN.THIS I m Y;ASS<`, I n GLASS I m L»(SEE INSTALLATION IS ONLY VAUD �S HV WALL HEADER INSTALLATION Sarnu:ON SLEET I SCHEMU a I I FOR WOOD W/MIN.SPECIFIC I'Orn¢Tis 1Q OR OAMD ®♦ 11 FOR e NE®'� GRAVITY OF 0.50 AS DOUGLAS I R DISCIS"EET is FDR ♦ FIR OR SOUTHERN PINE No.2, NOTES. aAc>:sma<® I avesoA'® 1 OR 1-SEF SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR EQUAL IN ANNYYNWAA+Y TO SECTIONS � COMBINED OT HV CEILING INSTALLATION U HV CEILING INSTALLATION MR BEIM Xx1 _DOR�♦ I HE anzs(SEEMIN. I I IL�� MIN. SEPARATION TO GLASS -J CAa+SSEPARATION I I 7 (SEE SCHEDULE ON SHEET 11) EXISTING 11Otsw 19� v 70 CHER GLASS TEny i i 1 IX L NG i GLASS\ I �A CD,@D \ i ON SHEET 1) I I C I=1 I I 8 I I ( WALL i LOCATION 3/g.M� EXISTING FINIS I I CLSS— Vv 2x6"MIN.WOOD 1/4' ©+ 7 3/a MN. WASx3/4'MIXI WASHER HEAD TIXDECK REQUIRED 13 OR2'x6'MIN.WOOSCREWS O12'o.c (NO FNISH DECK REQUIRED(NO ALLOWED) '�' FlNISH ALLOWED) E19EDGE OF DECK 2" 1" OFEDGEOF DECK DECK IFIF APPLICABLE IF APPUCABLE APPUCABLELEJ 1/4.0-20x3/4"S.S.1/4.0 TAPCON OR 1, PHIWPSTRUSS HEAD 2 1.0 .TAPCON WITH ADVANCED n. MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANTHREliDFORM TECHNOLOGY W/ 1/4"-20 NUTS TNREADFORM TECHNOLOGY W/1 1/2 SILL PLUE -- 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2-MIN. PENETRATION OF THREADED REQ•D. OF THREADED AREA TO OTRAnON O 12"O.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED . AREA TO EXISTING WOOD HEADER(SEE -` EXISTING WOOD HEADER. ) SCHEDU AREA TO EXISTING WOOD HEADER (SEE SCHEDULE ON SHEET 15 LE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UMRA"ONN5 OF USE FLORIDA FOR OX HV WALK—OVER INSTALLATION (j)HV WALL SILL INSTALLATION "ON SHEET I9 WO HV FLOOR INSTALLATION BUILDING CODE(Mon High Velocity Hurricane Zone A:.'•/<!%'''�.� ©2015 EASTERN METAL SUPPLY, INC. r BERTHA HVTM 1 L E C ® �N Accordion Shutter System .. ... KV.MADE#1 W/OR W/O KV.WINDOW MADE American Shutter Systems REV.N, DESCRIPTION DATE DRAWN By: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 MTF. 4/13/15 633]N.M.36th.SL,Sts 363,VmGa1t4 FAFMM,TLORXA MI6 4268 Westroads Drive z Phone:(3115)871-1530.Fax:(305)871-1531 DRAWING No '%SFS •..,'UH10 xx;: a ma:Ulteeo®aol.com West Palm Beach, FL 33407 3 15-085 ®-0008718 4 oA,,�TTINAL WALTER ALic S 44167LLIT J, E 5 SHEET P.E. SEAL�S�fmAYORE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR (B WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'aa'uR1 w... ml.s REO'.. 2'14'NIN.WOoo /a•e sTuos REc'o. xx� I ra'caa MC OR 41 6.O.G �APKM0 xa1 ag w/Mel. I \\ / a .1AL FlNSN y 1/2•PfNEI Anon �+ ,: �. TO 1/2'w >4 Etl511nG CIASS 1 pL,M'000 6 NO �: FJ06.NC GlFSS '1 / a F1.mlx GV35 EOfiT. ' oamnG CUSS M9l R J. 1/2'WN.Cox ro(iA4(SEEm pA� (gE 1/2'Nlrl.COx - S1Zif{, q %, ro OAS(9E(SFE *•.,,� - somulE w s¢T TG c1Ass(siE pLrwa.D. •+S 11E w Sf6I 1/2 1/Is13• NHL It f>R 9N1iQN0 w - s} �4.L1E 44 STET FL1WW0. I/2.- 11 161 HSOE mNID 0R 1 TO9HE®NO (6065-16)CONT. i1NUN ' '1@L COX w SIFET 19 ilR 11 fw Illt£mOlO w SNEEr 19 fait R/ imh d19RET 19 fOt 1 �td9[RR AL.Y.Q09et PlYN000. ® WALL 0/�0}® I Q HA06 m!Q 1/z"YIN. AT ETT(1DG11E 1/2• FBaAI AT ENH 90E NW USC 1'oR Y uAC OF 4O) (A5/vrltUmL)dn/e•A_Y ____ ital/z's.us• pat/z'sus. ate O.C. 4116 0.0. _—— 4 (I�j%iorotn S i. (2)1/,•.rMfAli�9�cM1u411016 ro 5 q "mEa aVt rta f OR I OR @' sEE OE0 x r41 1 OR®� StOE CONNECTION sEE oEraL x f0R I OR @* ro rtaAcxs aE°c�`o°xW+xEalo S.E coNrE aTO END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL • REOUINFD Drat Fixe spurs GRu1rn 111AR Tz'-0' IXKRNC �CIASS 214'WN.WORD 1/a'e TMCON FNC1rOfl9 1/ab TaCQY MIO10 �t0a1/2 mt.s REO'0 N/1 1/z•YIf1 N/1 1/2'YL4. OI6 0.G �Fxlsnxc cuss iNNFT1UlgN O 12'O.C. pENEIRATION O IY Mm • SEE LIMITATIONS OF USE FOR 1/2'um. 5a w saEr ¢ 4 BLADE to ON SHEET 19 ro cuss(YE " 6 n z® ----- somuE w seET 11 iw F1l0E mqD _ _ __ w sfEr t9 1/x wa ,. 61/aFsO)a 4 1 ----- _ J 2' 4 O 5 ` OR :,. v®v©•Oj Q.®.®" ®0fl®0R00R(D VIEW Y L. 2'14'IRI.ROOD WiL PLAN �'®-®,(9,_.r#.®- m165 Ra1'0. F1N6N •®^©•�.©•®. QUAIL END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111111 Illlll// ©2015 EASTERN METAL SUPPLY,INC. A. r�<<� , BERTHA HVTM �. r7l LT Accordion Shutter System 1 L7EC70:iHc. . . . ■ tiV.MXX#1 W/OR W/0 KV.N4•DOW BLADE TAT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.x o 11-19 DATE DATE. BY.4 3/ *� Association, Inc. t 41141 n-Isz y1a/1s DATE. a/Ia/Is TATE OE 055 N.W.361n.St,Ste.JOS.VIRGR"GARDEM F1ARM 7516 4268 Westroads [q)dve z O�•, F� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No o mall:ulk-00"I.—M West Palm Beach, FL 33407 3 15-085 sORIDP.G���\c`` WALTER -000A. 619(.P.E. 4 /0N EN \\ FLORIO.A U..p 44167 5 SHEET P.E.'9&A�VURE/DATE s 18 OF 20 (,-)W BLADE ACCORM i WORKING IN ri 13 S�Qml4 • G NERAL LIMITATIONS AND CONDfDONS OF USE FOR BERT}iA A ® ® 5 1.MAX AS.D.DESIGN PRESSURE RATING:+110,— 110 pa.t. 2.MAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T,U&W ON SHEER 16& 17. z Q® �t ONLY CENTERMATES METFiI (BOTH p OR C2�1 ARE ALLOWED WITH -S rJd1Dp/751 PR ED IN A SYM CAL OR OPPO NG LAYOUT.IN CASE OF OPPO TNG YOIJfR,ayp�5)MUST BE INCLUDED ONLY AT EJOFRIOR ACCESS SIDE OF 16�,� cExrExMA7E TVP.FA END S.(A)HV WINDOW BLADE@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 0 - 0 (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS OF OF MIN.CLEARANCE FROM TOP L BOTTOM EDGE OF HV WINDOW BLADE N ANY 3'0 HOLE FOR®SIINL BE 72'. ALLOWED AT HV WINDOW BLADE® • • • • • � •g (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV t WINDOW BLADE 1� N • • • • R• • (D)HV WINDOW BLADE@MUST BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WDTR • • / • • • _ • (E)C TFS SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV .i - • I,ggg BLADE 1 AT EDEIER SIDE OF THEM. T, j I (F)POLYCARBONATE SEE END WINDOW®SAINT BE INSTALLED 50 TABS FACE CONNECTION THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SNEER ONLY INSTAR I m AND LDCKED USING A W SETTING TOOL PROVIDED BY ASSN 10& 10 TYP. ab INF FULL HEIGHT. 3B 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO WOOD FRAME 1 1 jgjLt¢¢a BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P rypI &2 ABOVE). rq� iv 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEER 12& 13 As LIMITED BY LLLi SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS.SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) � D H i'(P TOP&BOTTOM WIND ZONE MINIMUM SEPARATION TO G1A55 NUMITED DTH. 1 THRU 3 1" IAN SEPARATION To GLASS EXISTING GLASS ELEVATION s�SaRmuLE ON SHEET 11 FOR Ism a fi.zs �,-- AND ON 7165 SHEETFOR[71A0ESQ -- & 5 A 1 \ TVP. 1 \ 4 ©0 TyP. w Iz OR s ETHERMATEs �55 ® (amiW/O (SEE NOTE 4 AROVE) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (9 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone IITIIIcLLLLLIIIIUT.R/•AAA' ©2015 EASTERNA(ErAL SUPPLY.INC. • ,"Ill ��R A r�<</r''� BERTHA4 HVTM :y' \cE Accordion Shutter System ■ ■ - ALV.RADE i1 W/OR W/0 H.V.WNDUN BLADE ■ ■ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EE,,,14, DESCRIPTION DATE DRAWN Br: M.L. �'. 6393 N.WJ6U.St.,Ste.JDS,VOiGWN GARDENS,T7.OfdW 3JI Association, Inc. I OLD 11-192 4/13/15 OATS 4/13/15 STATE OF . 4268 Westroads Drive 2 DRAWING No r- � PMne:(345 871-1530.Fax:(305)871-1531 F�0RIOP � ` --1:tateooeaol.00m West Palm Beach, FL 33407 s 15-085 ` EB-0006719 4 ��� WALTER A TILLIT Jr.P.E. P.E��'S&A �U�\E/DATE FLORIDA uo.a 44167 s SHEET of 20 r /S k 1 1/2•x 0.035'THICK 1" "'i'' O —I 2.000"Max.F- Min.ASTM A-653 GRADE 40 MIn •.VN21E5• ;I INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES �1 Min.G-60 CALV.'STIiFE `~'.2,M .7• '?L METAL STUDS AT I6"O.C. W 43b INTO METAL STUD WALLS * myoo©� ^ 6'O.C. 40 41 o w ------ 1/2 475• 3a * 3a 1/4"o NOMINAL GENE L 1 T TIO S AN CONDffiON OF USE ALUMINUM SLEEVE ^W , (� T FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4'x 6 1/4'x 0.035'THICK MI.] 43C 43a � / 12 � SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL 1 O 6'O.C. ®6"O.C.t` ASTM A-653 GRADE 40 Min.C-60 I + SEPARATION TO GLASS SCHEDULE 3.000' GALVANIZED FASTENED TO STUDS I I I l i T-I Mail. W/(2)A6z1/2"TIX SCREWS ON I STING nNISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) _ INTERIOR&EXTERIOR FACE I As nPPucneLE 1 N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3c LENGTH+ 1 EXISTING GLASS-1 " I MIN. SEPARATION I 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS �(SEEOSCHEDULE) 43 SS A '_ _ 43 11/4"0-20W BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1 MUST PENETRATE 3c 1" I ) WITH 21 ARRANGED A SYMMETRICAL LAYOUT. I ` , USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" T 3/47x 6 1/4'x 0.0.75'THICK Min.l IXisnNG FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' CONT.GALV.STEEL TRACK !NEL] as APPLICABLE ,I, I CENTERMATE. a1 250• f-- t=o soM A-653 GRADE 40 Mi - I —IZED FASTENED TO STUDS W/(2)/6x1/2'TEK SCREWS ON i 43c 43a '?T—I INTERIOR&EXTEWOR FACE 1 O L I ®6"O.C. 0 6'O.C. H� 1/4.0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1/4"O ELCO CONSTRUCTION w w 12 8 CENTERMATE 21 APPLICATION WITHBLADE 10 PRODUCTS FAB-LOK HD 0 43b 6'x 1 1/2'x 0.035•THICK w :i':VARIES.., ® 6" O.C. COMPONENTS Min.ASTM A-651 GRADE 40 ::.;2•;Mu%;•?. Min.G-60 SAT 15- I. :I MS WALL HEADER/SILL INSTALLATION / METAL STUDS AT 16'O.C. EXISTING FINISH AS APPLICABLE SCALE: 3 8•= 1" (TYP.TOP&BOTTOM) 1 3/4'x 6 1/4"x O. ICK Min. ISTING GLASS ....... ... ..... ONi.f,PLV.STEEL TRACK CHANNEL ...,.. .. .. ., :..:...� I i::"':•. .:.. CAL AN D FASTENED TO E 40 Min.G6 1•,.`_I I .....:; ., .y,..I 1.. :. •;•, .,..,...: I I SYMMETRYCAL '.•.I I :...> .:•:; SYMMETRYCAL WI(2)®6zi/2.7770 SCRLZ45 ON ., ,.... I I': .MIN. SEPARATIONg:VARIES:.::i i'. t:. 43a 43b 43c ' `:: T S W i i>: i'•' 'r l ; INTERIOR&EXTERIOR FACE ::, ..CENTERMATES W/ :; I .. :'.a'. TOGLAss 2' CENTERMA E /:..., I .... I '..< ,;,,.;':`.;_.....::_::: :;.•.:I I::.>;;:,:{ is :.I (SEE SCHEDULE):':, EXTERIOR ACCESS SIDE: I':- INTERIOR ACCESS SIDE :. --- ------------ ---- --- - -------------- -- -- ------------------ --- 6"(TYP') IN 35(6"Min.) INI ----------------------- ---------- – -- — ------------ -- -------------- ----- ----- _--- ----------------------- -------- 24 ------------------ --------------- ----------- --- ------ a ------------------- — --- — — --------- – ---- 12 �-J 2)42 1 21 -- 4 21 21 ' 21 1 LOCATED AT 12 HV HEADER/SILL F1JDS ----- -- ---- - -------- ----- --- -------- ---------- --- VIEW Y 4 12 3 1/4"(Typ) 3 (6-Min-) 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2"(Typ.) 7' 7" 6 1/2•MAX. SLACK ##� VA yB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1j,p%011III IllIIIA O 20115 EASTERN METAL SUPPLY,INC. � ..T. IA�Ai BERTHA H V TM `r A Accordion Shutter System Q L E ® �Nc. ■ ■ ■ ■ H.V.®aDEt w/OR w/o RV.WINDOW BLADE : AA. Shutter Systems EV.N, DESCRIPTION DATE DRAWN BY: M.L.TILLIT TESTING & ENGINEERING COMPANY 6155 N.W.36Ih.SE,Ste.305,NRGINU f:IRIlFNS,FLORIDA SJI Association, Inc. I OLD 11-19z a/13/1s DATE: a/T3/15 ATE DF ,� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No pry F�DRiQQ \cvv��` email:Nlte0000al.aom West Palm Beach, FL 33407 3 15-085 '••••••••••'•��` WALTER EB-000 LLn1Jr.P.E. 4 P.E.AAYS1P ,7 (t�1s \/DATE FLORIDA U.®44167 6 SH 20 OF 20 • a � q