Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 F�068'* IfII Ettf u SCIS Home Log In : User Registration Hot Topics € Submit Surcharge t Stats&Facts Publications ; FBC Staff'! BCIS Site Map Links { Search . Busini'es I Ogg- �i� Profess; na! USER:PubliApproval 1 Reguladon Product Aooroval Menu>Product or Aoolication Search>=,on 1i tion Detail KS �s > ��� FL# ,;. H 4 ...,� Application Type Code Version 2014 Application Status Approved Comments Archived 0 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 W 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 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 http://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/17/2016 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 lI A.S.S.A. INC. DRWG.15-086.1)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 Level"D".Max span is 12'-7"for 35 psf FL389 RS AE A.S.S.A. INC. P.E.R. DRWG.15-086.0clf 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 s 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 Its of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.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 16'-0"for 30 FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG. 15-085 HV odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVS 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 FL369 R8 II A.S.S.A. INC. DRWG.15-084.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.Max. 16'-0"span at 30 p.s.f ASD load FL389_118 AE A.S.S.A. INC. P.E.R. DRWG.15-084.udf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back 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: Si:G`tl[It'M1f1;'['fL1C.`.s i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/17/2016 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE p C• /� DESIGN WANTH D LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED ELY E JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS ENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 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 WAND LOADS AREA-1: HV BLADES Ct)& BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/MAK (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. ('Q4EFtAL NOTES SHEET 1 IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THBR 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 SYSTEM'S ADEQUACY FOR WIND AN 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 t7 #0214.01-03,#0715.01-03,#1004.01-05,01214.01-05.80317.02-06,80609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA T_ HV BLADE 11)AND HV WINDOW BLADE 1nA AND E-1995 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,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 Q AND HV WINDOW BLADE ® 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 CENTERMATE DETAILS FN SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND#14x1.75'RESPECTIVELY. 410-HT MINIMUM SERIFS CENTERMATE ALTERNATING DETAJLS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kA YIELD STRENGTH AND 180 ksT TENSILE STRENGTH.PINS SHALL BE COATED WITH BBTIM FN DACROSHIELD COATING SYSTEM AS MANUFACTURED ELY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THBR HEAD. 4.ALL AT5 VOY.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 Isi AND 35.7 Iasi FOR IND CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-TS ALLOMAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEEP 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH s0 w 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 STEEI.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE ,p: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 1D&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 e.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. WINDOW BLADE GA1 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 HD CENTERMATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS. AREA 4: HV WINDOW BLADE In 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 STUD 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 SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(D)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.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,SIIE IS THE CONTRACTOR'S RESPoNsBurr. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO 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 RENEW. I� (e)ORIGINAL RED. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA1 BUIWING CODE(Non Nigh Velocity HUTTICOn@ zOnB ````=;P�•�E '{.1/ ij ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL E C O �N�. A■S.S■A■ Accordion Shutter System -; TLV.RADE#1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems REV.N DESCwPnoN DATE DRAWN BY. M.L. Off. TE TILUT TESTING & ENGINEERING CFLOITIVAOMPANY pF • .•:*? Association, Inc. 1 OLD 11-192 4/13/15 DATE a/13/1s F 6355 N.W.361(.St.5)71 303.WOtFcx G(305).1-153 331 4268 Westroods Drive z • • � Phone:(30571-1530.Fox:(305)871-1551 DRAWING No ...........•'�4Ci�`� a-moo:tateco0ec1- West Palm Beach. FL 33407 3 D15-085 ANAL EN� EB­AOT ��.�` WALTER LLIT Jr.P.E 4 FLORIDA Uc.#44167 5 SHEET P.E. SEAL/LSI�NATURE/DATE 6 1 OF 20 .hh`. 3Y BM W w evaE e a n VARIES 1.918• 1.491' m !.Y'4 uoi Js s' Ma,. 00' 0. 0 0.454' S c 09 o. 4.371' 4.857' 4.999' 0 ji. 1 HV SOLID BLADE 3 O5 HV 90'/1$0' STARTER O 3OHV UNIVERSAL FLOATER QUALIFIED f,OR USE W/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 1O 4 V J HV BLADE 1 Hy w >t 6005-T5 ALLOY AND TEMPER OQUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADED .37 6063-T6 ALLOY AND TEMPER 3.226' 1.500' fi063-T6 ALLOY AND TEMPER .124- .085- 670'670' 2.670• 3.556' n -) .9W2' .670' 2226' 072 N °a - m 4.897" R .815' 2.092' n (7)HV ADJ. ADAPTER WfLIP 4.435' 1.375• 0.072• 0.072' 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK BLADE 10 QUALIFIED FOR USE W W 9 HV TRENCH TRACK as' 3.750• ©�N AlJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 / QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY NO TEMPER BLADEQt ONLY. � HV RAINGUARD BLADE1Q6063-T6 ALLOY AND TEMPER 1• . QUALIFIED FOR IJ E W/ HV 6063-T6 ALLOY AND TEMPER " VARIES 1936• BLADEEA(1)N 1.915• . Nas VARIES 1.936' 6063-i6 ALLOY D TEMPER o _ 1.917' 2 083• 083• -083_ c 093• .093"o (n .10o" 0�, .060• o n 670 ,A. .060' 4Cp. 670 1.1686- P 74 • 4 3.520' .5 3.529' 670 B2Jq, 11 HV CEILING HEADER 1 HV HEADER/SILL 13 HD CEILING HEADERZSILL Q LIFIED FOR USE W/ HV BLADE 1 ONLY, UALIFIED FOR USE W/ HV BLADE1 ONLY 6063-T6 ALLOY AND TEMPEQUALIFIED FOR USE W/ HV BLADE 1O 14 HD WALL HEADER4SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER RI 8 OF10 ONLY. X 6063-T6 ALLOY AND TEMPER T1 COMPONENT A e TI T2 X Y t AQ1 XMNY MNI I' 1 1' 0.062 Q 2' 5'MAX. 1/8" 1/8' 18 2' 5'MAX. 0.192" 0.192• X 1 SIDE ANGLES B QUALIFIED FOR USE W/ W ALUMINUM ANGLES 19 2.s• 7•MAX. 0.190• 0.190" cc CORNER POSTS BLADE Qt QUALIFIED FO USE W/ HV QUALIFIED LADDEIQ W/ HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. 6063-T6 ALLOY AND TEMPER 2' 5•MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �9 BERTHA HVTM P.•'��CENSF IL E C O tec. A.SLI,S■�■ Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDOW MME American Shutter Systems IEV.N, DESCRIPTION DATE DRAWN BY: N.L. TIWT TESTING & ENGINEERING COMPANY STATE OF ,t�= Association, Inc. t OLD 11-192 4/13/16 DATE: 4/ ( 13/16 8355 N.W.36th SL.SW.305.VIRGRRA GARD 015.FLORIDA 331 Phone: 305)871-1530.Fm:(305)871-1531 4268 Westroads Drive 2 DRAWING Na h O• FLOR�O \'�C�� a-mon:Ulleco®uol.com West Palm Beach, FL 33407 3 15-085 JJJi�FiS WALTER A.-ODD6719 P.1- 4 �iJ S/ONA� ��� FLORIDA Dc.d 44167 s SHEET P.E. Sr 1/Fd6 RE DATE 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8" 12'MIN.ADE P� 625' (D HV BLADE 1 40 3 1A 875^r -DN , ® HV BLADE to 3 Iry WINDOW BLADE .0625• Erna„z-x •Dfizs .4625' i ® HV LONG RECESSED NYLON 13USHING z 'I n KNB UCKLSE •m OPENIN •0825 18050625' Y o a M) Q HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER r(DO sRnoN oR R1.753 so'HV WHEEL CARRIAGE AISI 302-303 SERIES9 • 4 i n /r2.750' X 0.870"x3/16" THICK NYLON WHEEL 3I 3 N 2 7/8'MIN. FN WINDOW 1�IL-1 315•A CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS "4� aEiwON .0625' 062533.7500• HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR �} OPNINGS N 5 3TER $FF0 Y-YON C TFR5 .7500HV 2 3/4" ACCORDION PIN W/ 8 HEAD * 4 �4 I 2 1/4' °FOR ON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t I BEiw TYPICAL HV WINDOW BLADE C11A AND I I nl i I3® TYS y 3 POLYCARBONATE HV WINDOW DETAIL 3 OOR (9 ® or @3 N.T.S. ((SEE NOTE FOR I REQOIRENENTS) OOR ® j i *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, W-STABILIZED GRADE OR SABIC * i PIN FORY 120 BILADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN I I KNUCK (SEE NOTE "F" ON SHEET 19). �¢� I ! Q OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® Nam BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR i'j j ! POLYCARBONATE SOURCES FOR 44 HV BLADE. 1 EXTERIOR ® TYPICAL SHUTTER ASSEMBLY ,YPrJLL X116 (7_) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N.T.S. HV PIN�2 aeXTEFt1OR RAGE / EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324 BLADE'S KNUCKLE. ,�,OMt Om "I.. 0043 Ib/F BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. f (SEE NOTE FOR • Ir. 3 REQUIREMENTS) mistu:mUO mRE3Lc714 Am oeae 9,100 Rai. 9,S00 p.,;. FLEXURAL SIAFNOIIi AT YIELD AMU D790 12,600 p.a.i, 13,400 p..L (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 ; I I FLEXURAL MODULUS AM D790 3W.000 R.J. 345,000 p j. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� °� II wed SHEET @I n9rc}aD¢DD Asn+U256 18 Fr-Ib! n Fr-a! I WHEEL CARRIAGE DETAIL SMOM ae9 ASTM D284347.2% 64.5 X MAX A.r.s. ASSEMBLY LAYOUT RATE OF 6UW0IG ASIM D635 c-1 CLASS o-1 CLASS N.T.S. SEF IGNITION ASM.D1929 1010•F 080•F D Asru 6155 TENSILE pa ST OF AFIFR WF ASIY 638 9302 j. 660 P.1. HV BLADE SOLID & CA HV WINDOW BLADE DETAILS n"41E6 � '�" wEATHLR.G .6� 8161 P.J. 6666P.,3. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone $�P� A• Tj�!%''� ©2015 EASTERN METAL SUPPLY,INC. r ,= BERTHA HVTM fTIL E C O �N,. A■S■S■!1■ Accordion Shutter System RV.BLADE#, W/OR W/0 H.V.WINDOW RADE American Shutter Systems qEV.N DESCRIPDpN DATE DruwN eY: M.I_ �G 1 TIWT TESTING do ENGINEERING COMPANY ' -"ATL OF R' 6356 N.w.36N.9L.Sts 3055.9WG�N01 ON✓DENS ROPoOA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �' Ptwne (305)871-1530.Fax:(305)871-153t 4268 Westroads Drive 2 DRAWING No F'•. ORION `����` 9-m9D:6RO_oR91.c91n West Palm Beach, FL 33407 3 1�r'�``'.1 EB-0006719 4 15-085 ,/ONAL eO.�•` WALTER A TILLrr Jr.P.E. P.E.Agit'(Ak URE/DATE FLORIDA u`' 44187 6 SHE4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATORY CONDITION i1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105"•AND FOR INSTALL TIONS AT ANY If 'fC If. ELEVATION. HV LDK U or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECION PURPOSES, UP TO TWO HV i6 m LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ,„,,,,,,F OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE ' LOCATION OF LOCKS SHALL 6E AS INDICATED ON TYPICAL SHUTTER ELEVATION. B-xve . 12 CONDMON #11 Q8 ILIMM MANDATORY NO - 3 II o � ,IS LIQ W/iW0 H.Y. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 5 0a 0 as 4 "® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). X41^ 4. MANDATORY CONDRION 12: ONE HV LOCK 0r�'�@ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK( or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. B ATTACHED TO CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS BOTx0e-xvc AT TOP& OM SHALL BE MAXIMUM SHUTTER SPAN SHALL BSE DETERMINED ASLPER SCHEDULES SHOWN ONOCK SHALL BE AS SHEET 1T2 L SHUTTER ELEVATION. T® a� 5 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND O 3 � I.r TONS AT ANY ELEVATION.ALTT]iNATE LOCK®® MAY BE USED AS AN NSIOE 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. t ai RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LACK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO x V _ LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MAN13AMRYCONDmoN 0,FOR KEYSTONE MOUNMING N _N SEAUATONONE HV LOCK 0 or®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. HV LOCK 0 or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M. ®CATIO NDB OM IS LL BE AS INDICATED N TYPICAL-SHUTTER ELEVATION. USE OF LOCKING RODS®W/ NIECTTOP COMP DETAILS ON D F E H 1 J K L Y P 0 R V W % SHEETS 10 h is CON HEIGHT FULL H *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER D RY CONDITION J11 VALID ONLY FOR W Ir Loa1 AND © 10R©+ 7O°A®°RFU CENTERMATE INSTALLATION AST ANY ELEVATIONATE HV -r N CALTERNA00 ATTE BE INSTALLED LOCK MAY IN USED AS ANNSIDE OR OKS 0 ORUTSIDE LOCK.LOCK ATFOR ANY TR HMENT OO ©+© Q-© OF LOCK®INCLUDES USING REINFORCING LOCKER®1`J7 ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10• 5 aR 1 as CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2'LNG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR MAXIMUM ABOVE ANDBELOWMIDSPAN. USEOFTWO LOCKING RODS®TP AND BE8"RfVNUT. LOCK MAY INSTALLED IS MANDATORY. OR 12" ®+ts� Q9+®Da1s+�5Dat©-® *NORN P& LOCKS & CENTERMATES: 1. CENTERMATES OR ONE ALTERNATE HO LOCK(�) MAYBE USED IN UEU OF TYPICAL In HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 t8 x 3/8'F.H. S.S.MS.,AND INCLUDES RFJNFORcEmENr INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT L41DSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUM ING CODE( on High Velocity urricone one A T�� '���i D 2015 EASTERN METAL SUPPLY, INC. P� T,, BERTHA HVTM _F .�-; Accordion Shutter System /TIL ECO ,.-. \ A■S■S■A■ H.Y.BLADE#1 w/CR W/o RV WINDOW MADE American Shutter Systems lEva Me DESCRIMON DATE DRAWN SY: M.L TILLIT TESTING & ENGINEERING COMPANY o' STATE OF a Bass N.w.36th.5L,Ste.303.VIIMM WMENS.FLORDA 331 Association, Inc. + OLD 11-192 4/13/15 DATE a/t3/ts t Pal W Beach, Drive z Phona:(305)87'1-1530.Fox (305)871-1531 DRAWING No '� TORIe_moI:tatc..0a 1.com West Palm Beach, FL 33407 s %•••.•.•••��j�\`�,• EB-WO6719 , 15-085 �q�YJ NAL E`���,` WALTERA. Uc®44167E 9 SHEET P.E. SEAL 1114� RE/DATE 6 5 OF 20 )NCR ANCHORS POURED CONCRETE POUREDOR CONCRETE BLOCK POURED CONCRETE FIE'S EE,SCHEDULE ON REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED EET' 13) CONCRETE ANCHORS FII-HI/NE SCREWS REQUIRED (SEE SCHEDULE ON W/1/E SCR CONCRETE ANCHORS @43`0—(SEE NOUNnNG®ON SHEET 7) SHEET 13) NUTS a 12'O.C. (SEE SCHEDULE ON SHEET'13) 1' 1" Min. 1/4'0-20x3/4"S.S. Min. TZZ ____ 12 OR 14 __ EQ Q. MACHINE SCREWS D Q USING 1/4•-20 NUTS 1 2" r 0 12"O.C. E.D.* /2. .250"Max. -- - b 3 OR 250 3 aR 15 till) D I .250'Max. D. I V, 1 Max. i ED i i I .D.• I R'- C� OPTIONAL it ii I \�PRONAILTO M�S �I SOMRUION L o EL�nE(mSEE 1 OR ®� IXISIING 1 (MIN.StPARATON TO GLASS) 1 ON OR M 19 Fat 1 1 GLASS SEE SCHEDULE ON SHEET 11 EXISTING 3ADO(D 9 1 MIN.SEPARATION TO GLASS I 1 OIA55—i i`(SEE SCHEDULE ON SHEET 11) E)O NG cuss—, ©HV WALL HEADER INSTALLATION 2(A)�HV WALL HEADER�INSTALL�ATIQN BD HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS IXISTIN Fm1,SmVAVION 1 OR ®� 1 I 1 1 E%ISRNG�—(SEE SCHEDULE ON SHEET 11) 1 1 m CLASS(EM 1 1 MIN.SEPARATION TO CLASS GLASS I.s��®A i 1 I 1 i—(SEE SCHEDULE ON SHEET 11)- 11 N 98FT 19 iVi 11144 rtWWI 1 j OPTIONAL ElonsmaLfji p1 " IXISRSS --- I11( z GLASS D. I `0 E 1/4"Max. 1� OPTIONAL ii f 13 � 15 11 , E D.* 45. AUN.CHOR 19D. ___ EO ED OR 14 -- -- 1/4.0-20x3/4'S.S. Min.EO PHIWPSTRUSS HEAD 4'0-20x3/4'S.S. PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS V 11/4'-20 NUTS 12"O.C. (SEE SCNEDUL.E ON W/ 1/4'-20 NUTS O 12O.C.ET 13) Mn. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED Hy WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION PO I{ED CONCRETE SHEET 14) R�CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1—SEE SHEET 4 FOR TYPICAL SHUTTER E D.—EDGE DISTANCEH V B LA D E ASSEMBLY ♦SEE LIMITATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1@ ON SHEET 19 IN ANYWAY TO SUR ANY INSTILLATION. ,,,,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\`\`���R :••��C/ ���' ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System s = I L ECO N t. . ■ . . H.V.IXADE#1 W/OR W/0 N.V. WWW MAIX *: lf�r�/T,// *_ American Shutter Systems Ev,N DESCRIPTION DATE DRAWN BY:-ML "p: !S AI TE OF :��` TICCIT TESTING do ENGINEERING COMPANY AggpClaflOn, Inc. 1 OLD 11-192 4/13/15 D. 4/t3/t5 ••, 6l1'f N.W.351A.SL,Sta 303,VIRGHA GARDENS.FLORDA 371 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1631 DRAWING No RFs•.,, „•,.•G�\\�: G—mm®01�67191.wm West Palm Beach, FL 33407 4 /ONAI-r \11 WALTER A TILL1T Jr.P.E. �_O�� �qEU IHNN FLORIDA Ua.B 44187 5 SHEET P.E. SFA Y i&1ATURE/DATE 6 6 OF 20 POURED _CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET TJ) i TO GASS(SEE1 OR �+ ' ' MN.SCRARXI0N REQUIRED I SD*D"E Mi SLEET ` EXISTING i I 1 .. °°. EDGE OF 11 FOR BLADE 0AND GLASS^ r m MASS y 1 t D. SLAB IF i 61AOE5 tT}m 1OR i nW( ' i iSEE saME6ttE aN APPLICABLE EXIStiNG i GLAS$� I I t"'Oil 4111) i 9 I ALTIILNATE r i I I ANCHOR , I I ± IXGLAS"S� I LOCATION I r I I I r _.� 1 1 G1A5r I OR I 1 1 t' 010x3/4"HEX WASHER HF}F ®REQUIRED 1 3 oR 15 3/a ua. TEX SCREWS 0 12'D.C.CONCRETE ANCHORS B SLABS OIF(SEE SCHEDULE ON SHEET 13) t APPLICABLE EXISTINiGLASS--1 i 'r EDGE OF--t it iEDGE OF SLAB tF SLAB IF I //1/2 F�1- LDGE OF APPLICABLEAPPUCASLE SLAB IF APPLCABLE POURED FLAT HEAD CONCRETE ANCHORS t �at�CE f.D. CONCRETE (�SCHEDULE ON SHEET 14) Mi44kT Is 1 OR 1�4 REO BRED D. p FCAT HEAD CONCRETE ANCHORSREatAREa I I (SEE SCHEDULE ON SHEET 14) g_TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. OR HY FLOOR INSTALLATION t O NY WALK—OYER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER V HY CEILING INSTALLATION) SCHEDULE U3, SHEET 11 ' ro� CONCRETE ANCHORS Wm "'} iia MASS I --O s ) ..�._._ (SEE SCHEDULE ON '��1� --- . ON 4 11) s I , , SHEET 15) I/4'0 ON SUORW IXST1EXISTING IX ' GLASSG GLASTEM401.0LYOR 1/4b POWER S FA & TAWR+Atl07f3 Wc0 " 1 3t4 MDUOEDWNT a O.C.E 511m rI) II O q• LR 10 V-O"SPAN PM 4"O.C.FOR SPANS LARGER DAN I 1 I I I 1/4_ 1 w-O'UP TO 8'-O'MAY APRY SENANE AT EVL'7t(FPSITNER HEAD --... 3 OR t r, a-" ;I 10x3/4'HEX E. r (71P-)(SEE NOTE�Luv ItFET 1' J 8- i MAX.' MRL I f TWEAK HER OONI.SEALANr I AX. $taxa/4• HEX HERO 1 8' a 12.O.C. 8 i i i i "' •' - T€X SCREWS L@ 4-O.C, t )")' / a" .:..,4, OR 1/4"0-20 5.5.M.S. i CONCRETE ANCHORS - " 1 1 h 1 4'4-20 3 4•SS us W S _ JI �t4x3/4•S.D.S. _ i' 1/4' .• ,• ... .._USING 1/4. 20 Nuts /NUT 0 9"D.C. i (EE SCHEDULE ON 1 0 9.0.C. � ; _ A n SHEET 14) 1 Max. �� 0 12.O.C. t a C' ,:....'. i ;a I ______. .., .•ry 1 7 DR T B ..-.• WALLDaSTR NON CSTRUCTURALATVE ', 1 EDGE OF 1/2 1• 17 7 B .:.2.00"MIN.'.» WALL mlu(DECORATIVE t--• E.D. k; 'SILL) SLAB IF /14x3/4•F.H.S.O.S. �•`,�� .MIN: I'I 1 7/6• 1 7/a• APPUCABLE (D 9•D.C. POURED cOHCREIE CONCRETE ANCHORS SEE NOTE 1J{b} REOULRID •D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) - PDURED CONCRETE ON SHEET 1 )''•''�''"' D. OR CONCRETE BLOCK SHEET 14) M .Ku5T0M ` ..... REQUIRED OR CONCRETE BLOCK . mAXu OPD INAL- POURED REQUIRED Q OUNTINq INSTA TION CONCRETE (K HV WALL FLOOR INSTALLATION MAOKM A.S.O.DESIGN PRE.S5t3RE::84,-n P, REOUIRED Y WAS WALK—OYER INSTALLATION sHumR ,�,.-0. (�J HY RAINGUARD INSTALLATION t NM — " NOTE FOR COMBINATION OF SECTIONS; x E.D. EDGE DISTANCE t R-IIS INSTALLATION WHIN PERFORMED I-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) iH15 INSTALLATION SHALL BE A-DONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE 7A ON SHEET 19 INSTALLATION DETAILS Wj T H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED -- ADJACENT TO AN OPERABLE EXIT IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone a`�atiQ (9)2015 EASTERN METAL SUPPLY, INC . ..............CENBEHA HVTM , Accordion Shutter Sy stemZVILTM �NA,S, ,A, Ku BILAoE#1 w/OR W/0 KV.W WOW BLADE American Shutter Systems E,,,R DESCRIPTION DATE DRAWN BY-. MJ.. o'• 'STATE OF TIWT TESTING & ENGINEERING COMPANY Association Inc. C4i` 6395 N.W.36th St.,Ste.305,YRtGM GAROENS.FLORIDA 33"" 4/13/15/ OLD 11-192 4/13/15 DATE: 4/13/15 r Phone:(305)871-1530.Fax:(303)871-1531 4268 Westroods Drive 2'4 ---DRAWING No,�crS.. ..R•••E�� �� `-`" a°Ce°y�-`""' West Palm Beach. FL 33407 a IONA I ,,�`� R L A.TILLI S 15-08$ P.E. S E�SfU"NAYURE/GATE SHEEE 6 7 OF 20 SEE END WALL CON TION ON SHEETS 10 & $ SEE NOTES ON LOOKING RODS©,HV LOCKS 2Q ar OUT IN BLA 90 r ,—EXI9nNG GLASS INSTALLATIONS W/ 1 HV ** ALTERNATE HV LOCK®ON 5. I/ BLADE SLACK DETAIL 11VF IS VAI1D FOR FOR ALL BLADE Wj HV CENTERMATES CENTERMATES APPLICATION WITH BLADED, CFF Fu0 WALL CONN CION QoRQa©�B OR OUSTING GLASS DETAILS oN SHEETS 10 & 1$ 212•x,/B•xO'-2' I O+®RIQa Q0RJ- .T. 3 1/4• 7. 6 1/2• 7" (so63T6 AUDY)ALUM. OPPOSINGANGLE W/(2) 1/4'0 TAPCON 1/2• uI©+® SYMMETRYCAANCHORSTOCONCRETE CENTERMATES(TOP/BOTTOM)& , #,oxs/4-s.M.s.a-0 CENTERMATES MIN. SEPARATION (4)#10x1/2'S.M.S.70 TUBE O.C.FULL LENW/ HV LOCK o Of CLv) TO GLASS W/ HV LOCK—FL4�or 2 (SEE SCHEDULE ATF1CFi ANCLE ON SHEET 11) 5 ® m * 35* IN J tS. AL 5 O 90' 2• OUT ® m HVC HVA HVB © ® O O°�O O'®m POURED CONCRETE OR � 0R m 6 + 7 8 w 1° EXISTING GLASS O CONCRETE BLOCK WALL..I m ISTING $}go. aR�a®m®a®oRl (------------- T + ort 6 + ] at ------ clAss SYMMETRICAL * IN lJ+� �� +® Mln. sEPAnnnoN 8 +O8 19•©°"19*Q J c°inSSN 1 * To cuss CENTERMATES ® ©'®_Q'®-®+Q" 5 W/ HV� OPTIONAL ' (SEE ESHHEET SCHEDULE MIN.SEPARATION ®a (INTERIOR) TO GLASS (SEE SCHEDULE I N OPTIONAL _ ON sni 1 11) (INTERIOR) _—_—_ - - OUT --_.—_—_---_ --------- __—_— CONCRETE 1ANCHORS ------- --- - * 1 I 1 16•O.C. 1 m * 3 VARIES 3 -5r- CJ m ® * T 6 1/2'MAX.SLACK `L m ® OU OUT (°GERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zane T�%%%III1111Nlll/y/ m 2015 EASTERN METAL SUPPLY, INC. A:nc�/T�%; BERTHA HVTM P.•'� 1 L E C O ,N Accordion Shutter System E H.V.MADE#, W/CR W/0 FLV. WINDOW RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L o'. STATE OF a 6355 N.W,36N.St.m,305,YJIDMIA CARDOLS,FLOR 0.0 331 Association. Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ' '°LDRIOP•''� u 61:Wtuco®oul.c0m West Palm Beach, FL 33407 3 ``�� W EB-00067,9 1 5-085 sS••••••...(G\ � WALTER A.TILL#Jr.P.E. 4 P.E. 9j �(iLAir112E/DATE FLORIDAuG B aa,s7 a SH 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOC 0 HY MALE FEMALE "T" LOCKS CENTERMAT S 8 J9--& LOCKERS 0 W1 In HV BLADE SEE EM CONNEOTION DETAILS cm Sums 7o & /8 INSTALLATION n HV BLADE OU I IN i��m GLASS *BLADE psIAfx oErAq HVF•INDICATE)ON SHEET e. W/ HD CENTERMATESi� y� AS WFLl As u""'SAL FLOATING DIADEQ DETAIL F -HVD. ©m®m©•�mVm�•®w INDICATED ON THIS SHEET.MAY DE USED VmH NLS AL3TO2NA Ci'F END WAL CONNECTION 10'®a'®♦�®•®m INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. DETAILS ON SHEETS10Ac 1B ©•��®m©•�•®w (®W-T6 ANDY)ALUY. ♦ 35* * 35 ANGLE (oPHONAL) 4 o�DE(TaP/ecrtw)s L-_----------------n---------------------------- -9-- _-_ s.Ms TD Tuff i /T0.3/4-sus 0 t2- FIN EMN ANr1E OYP) 0.D.NIL LllH91T. f FIN (4)H.V. I N (4)H.V. YH.ro4PA�nON 30 HV T" PINS QYP.) 7 3/4' FL"S(TYP') s 5 3 LOCK (INSIDE) 1 (SEE 1 -- ------------ - — — — — — — -- 5 1 28 29 1Syr 1 1 3 0 UT 31 oR 3 33 31 DR 32 31 oR 32 35 31 oR 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4' 35* (DPTTDNw *SEE NOTE 6 FOR FN LOCK®. W/ 7/8"0 x 3/32" WINGNUT. (OPIIQNAL)HDB—HVB OUT HOC—HVC r Lax.ON SHEET s. * SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) © SYMMETRICAL HD CENTERMATES W/ a LOCK (INTERIOR) HHG* W1� LOCK (EXTERIOR) t SERIES 94{4 ALUM.W 2024-T3 ALLOY)LARGE FLANGE THIN �®®m 'Om® 10•®m SHEET nuTSERr,TART I aezD. f0 °"©©'�`©'©m AS MANII—RED BY AVOEL CIIMW TE1RORN,PARSIPPENY.NEW JERSEY ©♦7O•©w©•O•®m 07054 OR EQUAL. •®m©•®m®•®w a•®m® @amp.® ----- - '— 3 O #SEE NOTES ON LODOHO ROM©6 HBO L=S ON%w S ##MavosAL FTDAnnc euDE®Deva.Hm-Hm s YAIID FOR ALL CMERkiATES APRICATIWs Ww BLADEQ HDD—HYD#* FLOATING STACK (FF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```���•���R A: �' 0 2015 EASTERN METAL SUPPLY, INC. ' ENSF'.`�9 BERTHA HVTM FTI L7rE C O7imc,. A■S■S■A■ 6Accordion Shutter System ltv. tAOE1 w/OR w/o RV.WINDOW BLADE American Shutter Systems DEscmPnaN DATE DRAWN BY: M.L TATE OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 6]56 N.W.36Th.SL,Stn JOS.VIRGINIA GARDENS.FLORIDA 3318 Phone:(30.5)071-1530.I-:(705)871-1531 4268 Westroads Drive 2 DRAWING No ``� o 61:Uft-0.0— West Palm Beach, FL 33407 3 5-085 /ONALE�:,Slx WALTER A TIlN1J,P.E. ° //AA aT"' FLORIDA Ue.i 44167 5 SHEET OF 20 P.E. S t�IePATURE/DATE 6 POURED CONCRETE POURED CONCRETE OUR ED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED -EXISTING G EXISTING GLASS EXISTING GLASS _ _ 1 2"MIN CONCRETE ANCHOR EXISTING CLASS _ ® 16"O.C. r 2"MIN. MIN.SEPAPAnoN T 1" TO CLASS(SEE MIN.SEPARATION I A6N s GN MIN.SEPARATION sa¢oulr=ON s,�T EO '' EQ TOanss(SEE2 11 FOR MADE®AND HE Goss(SEE ro awsO %I t SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR 'SCHBYJLE1 FOR M ' c? r ON g�T 11 FUR MADE IDAND (6063-T6)CONT. B/DES(D&Q?� 11 FOR MADE F AHED (LOCATE AT OT4 SHEET 19 FOR ALUM.CLOSER B DES( &FT#t 1/2" ON SHEET 19&FAR FlT}1pi SIDE MADE m&0 PLATE. (LOCATE +/2 I BLADES O& T—� 9/'DFS O& OF O) AT EITHER SIDE MIN 1/2"MIN. OF®) I •R USE 1'OR 2"MAX. Q10z1/2"S.M.S. _—_—_ (AS APPUCABLE)x2'z1/B'xO'-2' 10x1/2"S.M.S. 0 16"O.C. I ALUMINUM CLIP ANGLE ' ® 16"D.C. ----- 4 / (6j63-Tr,ALLOY)A Mo ®& 4 \ / (2)1/4'0 TAPCONS ANCHORS TO WALL rJ SEE DETAIL X FO I DR EITHER A SIDE OFQa) AT 1 OR ®� SIDE CONNECTION Qf2 ®� SEE DETAIL X FOR ) OR ®� TO TRACKS O O SEE SIDE CONNECTION 4 ®"'O O O�• SIDE CONNECTION a®a 6.7 4 8 0•®' a®a 6 7.8-0-6- TO TRACKS a a 6•7 a 8 0•®' 10•®a©•�©•©a TO TRACKS 1�0•m®�©•�©-©� f0•®�©'�®`G®G��,,°' 10•®"�©•®s©•®m ©.O7 .©m©�0711•®a 6.7O.©�©.Oj •®m ©•�•©a©`p`•19�°' @-0-0-0-0-@- ®•®m©•®'^L/•®m ®•®m©•®"Q•®", ® ®w® ®a®®ap•® OB ®'® ®�� O w� END CONNECTION DETAIL 03 END CONNECTION DETAIL 2Q END CONNECTION DETAIL Q END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR —————�p(ISnNG GLASS — CONCRETE BLOCK WALL GLASS IXISnNG 4 4 REQUIRED MIN.gPARAnON 81 1/2"S.M. - �'----------- --------- ro cxass(� a 16" C. IwN sErmwlaN Y 5 y------ - --- _ 6 OR®ORgOR SCHEDULE ON 11 MADE m D CONCRETE 1/2"MIN. �7O LE ON CLASS SHEET ------------ ---_-_-_ _--- ON SHEET 19 FOR ANCHOR® 11 FOR BLADE(J)AND OR OR OR FCR- CHMAOES 0& 12.O.C. ON SHEET 19 FOR rJMPDES�&® ____ _ OR�O/2"MIN. _1 2"MIN. EQ OR®OR(DOR 2"MIN. ♦ SEE LIMITATIONS OF USE FOR V EW Y BIADE(DON SHEET 19 OR 1 3 OR�OR�OR� �— ?10 PLANR ©m®a© OO m® 1U ®� DETAIL X POURED CONCRETE OR ®•,©.pap iD•®v END INSTALLATION CONCRETE BLOCK WALL 1 O•®"'©` ©•® REQUIRED 6• O.O`®� (� HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 ®•®�® ®a®�^p® ® ®�® ©�® O ®� END CONNECTION DETAIL© �®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\"0 R A.TI(��Ti,,�i ©2015 EASTERN METAL SUPPLY.INC. _ �P..•\CENS • ,� BERTHA HV—., &S■S■A, Accordion Shutter System RV MADE#1 w/OR W/o H.V.WNDON BLADE ¢l 1-4 •*= T,LLIT TE517NG & ENGINEERING COMPANY American Shutter Systems Ey N DESCRIPTION DATE °RAWN BVM.L.STATE OF :'�� 6355 N .361h.5,..St,.-10,WRGM GARDENS.noRm.331 Association, Inc. , OLD 1+-lsz a/13 DAT /+s e 4/13/15 �••' Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No IF.E. F •. ORI . a`� a-mull:tllteco®aol.cem West Palm Beach, FL 33407 3 •......• EB 00067,9 415-085 'k; /ONAL�lA�` WALTER A.TILLIT J,P.E. 5SHEET S6( -}79AS11PAGE/DATE FLOROA Uc B 44167 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L—" MAXIMUM SHUTTER SPAN* "L+' AXIMUM SHUTTER SPAN*"L+' NOTES: (ft.). FOR INSTALLATIONS W/ OR "L—" (ft.) FOR R "L—" (ft.) INSTALLATIONS 1NSiA_I LeT1ON LEGEND CENTERMATES. ® &®or 0 or INSTALLATIONS W/PTQMGSYMMETRICAL CENTERMATES 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. &�WN ONE HV LOCKS L-: MAX,ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK IS W/ NO LOCKING RODS or ONE HV LOCK or 0r OR W/ NO LOCKING WALL A. B, C. D, E. M. N. 0, P. 0, A.S.D. DESIGN PRESSURE RATING. CENTERMATES ®&®W/ ONE HV 'Y" W/ NO LOCKING RODS® ODS MOUNTING F. K & L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,t1) (VAUD FOR MOUNTING 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tf 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 uAlmuuu 4Awuuu u wuuM GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, AS0. + A.S.D.6E96N ,.D,DESIGN INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEUUNG PRESSURE WALL MOUNTING PARE BOOR/CEILING MOUNTING wmNG RUNG & RAIwc GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNT,NG FL—/- MOUNTING �•6}•) °R DETERMINE MAXIMUM SPAN *L-"FROM SCHEDULE. I+OR_O (�q1-) FLOOR' ALL NOUNONC A L♦ (ft) L-(IL) L i (ft) L-(ft) L i (R) L-(R) L t (6) L-(R) v MAXIMUM SHUTTER SPAN 'L+"OR 'L-"FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0' 16•-0' 16'-0" 16'-0' 30 16'-0' 16'-0' 30 16'-0' 16'-0' 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+'AND -L-.- 35 14'-10' 14'-10" 15'-2" IW-0' 35 14'-10" I4•-10" 35 15'-2' 161-10" 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 45 13'-1' 13'-1' 13'-4" 14'-3" 45 13'-1' 13'-1° 45 13'-4" 14'-3" .t. HV CORNER CENTERMATE$3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS -8' 13'-7' S0 12'-5' 12'-5' S0 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10' 12'-1 12- " 55 1,'-10" IV-10" 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11 11'-4' 11'-7' 12'-4" 60_ 11'-4' 11•-4" 60 10'-2' 10'-11' NOTE$5,SHEET 5. RATING: MO 10�- 0;4 _ 65 10'-10" 10'-10' 65 9'-5' 10'-Y DETERMINE: LETS MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 1 11'-5' 70 10'-6' 10'-6" 70 8'-9" 9-4' L2+= MAX. SPAN FOR FLOOR/CEIDNG MOUNTING 75 10'-1" 10'-I' 10'-4" 11'-1' 75 10'-1' 10'-1" 75 - B'-9' t't�EXCFPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. 80 W-10' 9'-10' 10'-0' 10'-9' 80 9'-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' 9'-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" SFW1 BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-O' 8'-9" 9'-2" 9'-10" 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-= MAX.SPIN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEUNG MOUNTING 100 8.'-9" 8'-4" 9'-0' 9'-7` 100 e'-9" 8'-4" MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9'-4" 105 8'-7" 7'-11' ,10 e'-4' 7'-7' 8'-7' 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3" 8'-4" 8'-11" 115 8'-2" 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEENZt+', -L2+', °U-°AND -U-'120 8'-0' W-11" 8'-2" 8'-9' 120 8•-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125_ V-10' 6'-8' 8'-0° B'-5' 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130! 7'-8' 6'-5' -7'-10' 8'-1' 130 7'-B` 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 8'-2" 135 7'-7' 6'-z' WIND ZONE SPACING. 135 7'-7' 140 7'-5° s-11" 7'-7 7'-6- 140 7'-5` 5-T1' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7'-3' 5'-9" TO GLASS 150 7'-2° 5'-7" 7'-4" 7'-0' 150 7'-2' 5'-7" 155 7'-0' S'_5" 7'-2" 6•-9' 155 7•-0' 5'-5" 1 THRU 3 1" 160 W-11" 5'-2" 7'-1' 6'-7' 160 V-11' 5'-2- 165 W-10' 5'-1" 7'-0" 6'-4" L17 V-10' 170 W-9' 4'-11" 6'-11' 6'-2" 175 6'-7' 4'-9" 6'-9' 6'-0"_ 6'-7' 4'-9"180 6'-6" 4'-8" 6'-8' S'-10" 6'-6' Q HV BLADE 185 6'-5" 4'-6' 6'-7' S'-8' 6'-5" 4'-6" 190 6'-4' 4'-5' 6•-6' 5•-6' 6'-4` 4'-5" 195 6'-3' 4'-3' 6'-5' S'-5" 6'-3' 4'-3"200 6'-2' 4'-2" 6'-4' 5'-3` G'-2" 4'-2" 205 6'-t' 4'-1' 6'-3' S'-I" 205 6'-,• 4'-,• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone F ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM °AALER,A'T�L(/T'�4 A S S A Accordion Shutter System I L E C O INC. . . . ■ FEV.®LADE#1 W/OR W/O FEV. WINDOW BLADE TIWT TESTING & ENGINEERING COMPANY AmerlCan Shutter Systems EV•NaDESCRIPTION DATE DRAWN BV:MLQY. LG. Assoclation. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 - 6155 N.W.36th.SL.64.305,VIRGM GARDENS,RDRDA=6( 4268 Westroads Drive z Z 1 Phan.:(305)871-1530.Fa.:(305)871-1531 DRAWING No 4i` a- .11:UTtaco®aai.cam West Palm Beach, FL 33407 1 15-085 O'•.FLORIOQ;,•'���': wulr�a nDUn1Jr.P.E .......... G A`� FLORIDA Uc.g 44167 s SHEET Fi, Z91�(AI,G O E/DATE 6 11 OF 20 1 vim wiwsiljz�m um,Lewoil •i:a..•., . ".talli JI.its•rd z5a Zs7ZZs73*7zT:-il il DavoulcowEvl W .•: -., a.1 r ,;. oommm�mmmoomo�m�moo®m��mmom o��mmom©mmOmMM LM mMO�oO© ®m00000 ®m000DO ®m0000©0®00 mmm 0DOO O O"OOM mmmo..nn mmmao...m mmmoovMUMMMMooonm®mvooan�mmoon®ommmo��000�oono ' mmmv..©ommmo..vommm...v.mmmon.00mmmno.00.�o...�� mmmv..00mmm....ommmv.ov.mmm00000mmmv.ovon....00m mmm...®=mmm....m��mo���o�mmv000�m®moQ000000000no mmmEaon®ommmv.n.m mv • ' mmmoA®oommmo..mommmo.ovommmoo�a mm.�...nsammmnv.v®mmmvvvvommmvovPoiom®���®oo....om©o • MMMMnmvommmnno®ommmonnvommmm0000mmmmomvo oomm®mo m� omoommmv.omommmo.no.mmmEa0000mmmv " 000�oo....m eommmo.o®®mmm.®000mmm000....mmo© mmmmmm...... ®o ® �mo�;doom®mvo©ommmvonvommmvoo��i�m®�aMM00000nnn®v mmmr,»evo mmmvv000mmmv.v©o mmmm....mmOO oO..00m©®0 mmmam�oeammm.000ommm n.mvvmmmoovoommmmv000....v©Mm ®mmmom�o�mmmonmvommmvooavmmvvovoommo®®000.oA®®®oo , mmmEam o mmmv. poommmonoodmmmoov..mmmv.©ve.....mo© .- mmm®©OOCi mm000�O0 m®m00m00m ©0000 mmm0o0oo.."Mm= , mmm..000mmmov000mmmo.noom®�00000mmm®®voo...m.moo � mmmm®000mmmv®000mmmvovoo®mvoovoiommm©0000...©0000 mmmm000vmm0ommmmmmmm.mmmmmmmmmvommmo©.00.o...o.o ®mnoovommmnvovommmon000mm©.0000®momv000000mm000 mmm©m000mmmom000m mon000m00000•aomm®00000..mm®000 „ mmm©m000mmmom000mmmimo.vvom®v ...mmmm©vev.....mmo mm®v0000mmmo©eoommmv.m=mmm©oMMMMoo®000�oo�00000 .mom©000 mmmv©000....novo....0000...0000 m®UooMoMmmm00000mmmvoovom®©00000mmmoovoonnonoomo mm o0 o mmmosa000m®®mm pp omm0000vommnv0000...©©©oo mm r oovoea mmmv0000 m®m�O�®d�mOOOOOO mm000eve.00mm000 mmm00000mmm000vommmov000m0000000mom 0000mm0000 , mmm0000�ammmoovvommm.0000.®000000mmm�®�oo.�..�o��o� mm000000mm.vvo.ommm000vommv000vomm©ra0000. ©m mmneonoo mmmv0000 mmm000vo mmv00000 mm®OvOOO.0O.O0mm O • O mm ommovv000v®v000000mov0000.m®.0000 , mmivovoo�mm�o9�®�omm0000.®mm®o�ovom�n000voono©""Wmm m - m0000vommoodo�aomm00000 � • mm000.vomm000000mmv000vomvv�000��ooveovo..mmoeve mmv000vomm000000m®000000n©000000v00000vo..000000 • • mmvov000mmv00000mm000voomEa000000mmov000vo..moo. m®oo�o����gi00000mmoovvoom0000000mmv00000�®©.0000 000mommooa000moov0000mnvovvofa..©©0000 ®m000m000m0000000mov0000 v00000a®00000vomm®.0000 m00000nomov00000moov000��000 voom0000000...00moo ' m000v000movovoovm00000vov000®e�oov0000vv oo o © oo®® movov000mvovv000moovoovomvvv0000m0000vo�om© ��o��ovovo�00000v��0000voov000000000vovvoon�o®0000 moovavoo�vovovvomo���r�a��omoov0000mvv000vo.v®e.eve ;•;. ; �� off MAXIMUM ANCHOR* SPACING (in., SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNDNGS E G.&H ON SHUTS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED COICfk7E/OONOif7E MAX POURED (A) TO EXISTING POURED CONCRETE(Min.f•c-3 ksl Ifunm E@WALL SILL MOUNTING ©CEILING MOUNTING FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Mn.('c=3 ksi) SPAN ANCHORS SPACING ALOM - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.fe=3 ksi) (R) kSM®f;N NMQE Pfr®.4E RAM OMNI NEr.(7RE MMSE RAIM b4 kEUX OEM MMA11E PREMUE WINO - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min,fe=2 ksi) 30 140 160 175 190 120 760 205 30 40 60 75 90 12D 160 205 30 40 6D 75 90 120 160 205 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. 14 12 10 9 8 6 s S5 14 12 10 9 8 6 6 6 14 12 10 9 B 8 8 6 THREADFORM TECHNOLOGY 3'-0- 14 12 10 9 B 8 6 6 14 12 10 9 B 0 6 6 14 12 111 9 8 8 6 6 (Min•V.=3 ksi) ALL POINTS SOLLD-SET OR 14 12 10 9 8 B 6 6 14 12 10 B 8 6 B B 14 12 10 9 B 8 6 5 NOTES: ' 14 12 10 9 B 8 6 7 14 12 10 9 8 8 6 6 14 12 to 9 8 B 6 6 BLUE TAP'W/CAP 14 12 10 9 8 7 55 35 14 12 10. 9 8 8 8_ 6 14 t2 to e B B 6 5 TAPPER+ A1)MINIMUM EIS 1 3/M INTO POURED CONCRETE A ANCHORS OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 AND FOR BINE TAP W/CAP ANCHORS IS 1 1/2 4'-0- 14 12 10 9 8 B e 8 74 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 B 6 4.5 14 12 10 9 8 0 6 55 14 12 10 9 8 6 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO DUST.AND 14 12 10 9 7.5 SS 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 53 4 •BEE Uy{��A7KNI5 OF USE FOR 1'MINIMUM FOR WALLS WDH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 10 9 8 8 6 45 BLADE`.y ON 91EEf 19 5'-0- 14 12 10 9 8 7 4 - 14 12 10 9 8 65 5 35 14 12 10 8 6.5 5 35 3 A3)IN CSE THAT PRECAST STONE:PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 75 4.5 - 14 12 10 9 8 8 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WNL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 6. 45 - - 14 12 10 9 8 75 55 4 14 12 10 9 B B 45 3S NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'-0' 14 12 10 9 8 8 e - 14 12 10 B 8 8 6 5 14 12 10 9 8 65 -5 35 INSTALLATION INTO E]FS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 SS 3 - 14 12 10 8.5 7 55 4 3 14 12 B 6.5 55 4 3 - 14 12 10 9 8 6 - - 14 12 10 9 8 65 b .75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14 72 B 6S 55 3 - - 14 12 10 D B 65 45 35 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX• 14 12 10 9 8 8 - - 14 72 10 9 a 7 5 4 to 72 10 9 7s 55 4 3 - 1/40 x.3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' - 1/4'0 BINE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 65 4 - - 14 12 B 75 6 4.5 3.5 - 14 10.5 7 55 45 35 - - 14 12 f0 85 7 4 - 14 12 70 9 75 55 4 - 74 12 s 7 7.5 45 - _ - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 4.5 - - 14 12 10 9 7S 55 4 - 14 12 9 7 . 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-O- 14 12 10 9 8 6.5 - - 14 12 10 9 B 6 4 - 14 12 10 8 6S 5 3S - NOTES: 14 12 85 7 5.5 3 - - 14 12 8 6S 55 4 3 - 25 95 6 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7.5 8 - t4 t2 9.5 a H5 5 - - 14 12 8 6 6S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 6.5 5 35 - - 14 12 10 5 6.5 5 - 14 12 B 6.5 5 4 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 8.5 7 5s 4 - - B2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - 14 11 7 5.5 5 3.5 - - 11 fl S5 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SIDCCO l4 12 8 BS 45 - - 14 12 BS 7 5.5 4 - 14 105 7 5.5 6 ±--5 - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1s 8S 55 4 - - - - 14 72 8 7 6 45 - - 14 11 7 5S 4S 35 10'-0' 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 tos 7 5 35 - - 13 95 6.5 5 4 3 - 10 75 5 4 3 ANCHORS SWOT BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 11S 9 6 5 4 -1112,519.5 6 5 4 4 NOTES 8.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 65 55 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO E3FS WITH METAL.STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 41 - - 14 105 7 55 45 35 - 11'-0 2-5 95 5 - 12 9 B 4.5 4 3 9 7 45 35 3 _ _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 TOS 7 55 45 - - - 11.51115 SS 4.5 .75 - - - 9.5 7 4.5 - - 141111.517.5 8 5 - - 12 9 6 4.5 4 - _ _ (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VFR5115 SPACING RELATIONSHIP FOR ANCHORS. 12'-O' 14 12 10 - - - - - 14 12 8 6.5 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IS 85 4.5 - 11 B 55 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9.5 8 - - - - - 13 9.5165 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY TINE FOLLOWING FACTORS. 14 10.5 7 5S 4S - 11 85 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 74 72 - - - - - - 74 Its 75 6 5 - - - 12 s e aS 4 - - - FACTOR 05 8 - - - - - - tD 75 5 4 3 - - - T-5-SS 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER,+ 2s Bs - - t2 s 6 4S 4 - - - 9s7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING B fi - - - - - - 13 95 65 5 - - - - 0.5 75 5 4 - - - - HV BLADE 0 DILTANCE 14 6 - - 14 105 . 5.5 - - - 1t BS 5.5 4.5 - - - - E.D. MIN.SPACING 3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACNG =3' 3 3/4' 4- 14'-0' 10 _12_1275 - - - - - - 9 7 4S 3S - - - - 7 5 3.5 3 - - - - 1 HV BLADE W POURED O RETE& FOMED CCaETE CONCEJE anac POURED CONCRETECONCRETE& POU CRETE BLOCKD CONCRETE&rauED OXTElE CONCREM Dec 15 8 _ - - _ _ _ 11 B 5.514.5 - _ _ _ 9 65 45 _ _ _ _ _ V WIN OW MIN.ED.-3' MNL ED.-3 I/2'LDL EA-2 1/T M ED.-3 1 MR Fes.-3" ED.=3 1/2-MN.E0.-2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 95 7 4.5 - - - - - 3' 1.0 0.90 1.0 D.78 1.0 0.84 1.0 15'-0' 14 _ _ _ _ - _ _ 3S 10 6.5 - - - - - D5 6 V - - - - - BLADE WORKING 2 1/2- - 0.81 1.0 - 0.67 1.0 9 - - - - - - - 85 65 4 - - - - - 6.5 5 3 -_ _ _ _ _ IN UNISON 10 - - 0.5 8 5 - 9.5 6 4 - - - - 2' - 0.71 - - - OS1 7 - - - - - - - is BS 55 - - - - - 9 6S 45 - - - - - 1 3/4- - 0.91 - - - 0.43 - 16'-O 14 - _ _ _ _ _ _ 25 95 6 - _ _ _ _ 10 75 5 - - - - - 1 1 2- 035 - - O•'� 8 - - - - - - - B 6 4 - - - - - 6 4.5 - 9S - - - - - - - 95 7 5 - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. •.:..... BERTHA HVTM 0ENSe '.• = IL E C O ir,c. A■S■S■A■ Accordion Shutter System American Shutter Systems can uer HLV.�fft W1 OR W/0 KV. WAN M MADE Y EV.NC DESCRIPTION DATE DRAWN DY: ML $SATE :a TIWT TESTING k ENGINEERING COMPANY of :I." Association, Inc. 1 OLD 11-192 4/iJ/IS DATE 4/13/15 6355 N.W.36th•St,Sta.303.VMNIA WDEHS,FLORIDA 331 4268 WOStrOadS Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No ma,® eo191.wm West Palm Beach, FL 33407 3 15-085 NA�AALA1`` WF�iOwDn 44167TILUT J, E s SHEET P.E. S'E'AL'fS'I��IATURE/DATE 6 13 OF 20 N n O J� mN a� =n Z co 4 V1 O o = p Z FFO � a � i�� okl �� =r• 1=/i yJ N Lu MV)cc 3 �. t W:d 3 € J z ® oO 0 In Z > _ I O CA 0o TNw m �, adz o ozn oV) w ¢ Z E o o p o + ��� adzr 0 o m mM o N w wz_v° v=i o Z N O-j aUa � 7 Q W L)N pIn L N� Nao I..c�a m Cos zOoo oa4a`' / ■��° Ca a ® C,y Q 3 El a u 80 Nm Z u w^ Z N N N N m f m N N M N r P l b M l IIN n I I N 1 1 1 N 1 1 1 d I I -1, 1 1 y 1 1 1 0, l l n l l l n l l l l l l O K R$ d m FF s, 2 N m b b N b N V N N N N N v Mb r I N M 1 1 N n 1 1 N I 1 1 m 1 1 1 Y I 1 1 Y l 1 1 Y 1 1 1 r 1 1 1 A I l gg j!'2 F 000000��Y��Y 'N N N N N N N N N N N N a N N N .1.1.N N Y M N P P I N I I N n 1 I N M I I N 1 I I N I I I N 1 I 1� I I =s D r g N b N N N N N ..............N b N m N h b p N N Y p n N P n Y I N I I I N I I I N I I 41 y n ............N N N N.......... a N N Y r N N h N f N Fl N P n N r I N l _ •GG-11 Ipp m N N N m m m N N .............................N m m p... 3 N N b N N N m m NNNNN N N N N b N N N N N N b N N N N e N N N N......b b N N N N m On .............. eaa B on -d,r n N 1 M 1.a I n i l l m l l l r III I n I I I 1 I I I I 1 I I I 1 I I I I 1 I 1 I 1 1 1 I 1 1 I I I yy nn nn°2 n'�n rn Nhhnra I nn I l n III I m l I Ih1. I I I I I I n 4 1 I I 1 1 1 1 1 1 1 1 1 1 1 11 \\\\\\\ T /f/i� H YYYY mnn nnnnnn Nnn iO '^•manviNnna'Rln'R p �`\`, ••• •' 0 annnnnnnnnnn nnnnnn ndn�m vn bN npmnna"1 n� �� ~ •� Zr a N Y ~: 1 0 6•�u�� 4, :¢_ '^ Po nn nn nn nnn nn nnn nn nnnn nn nn nn 2,n mm�mnY nyman b"�rn mN�n�NAl'. CLQ •�..y O�Ob 3 n n y. .g nnnnnnnnn nn nnnnn nn nnnn nnnn nnnnnn nnnnnnn nl'Innmm�nn1l!nnny n.mn iYJ \\' �CO x Qi n n n r n n r n... n n n n n n n n n n n n n n n n n n n n n r n n n n n n n n n n n n n n n n n n n n n n %/ '• � \��� (/1 mn Ym bA n PR\\\\\\ w fllfill 111 l �S n N m o m 1O m n m m b N n Y r r n Y l l h'� l n l l l n l l l n l l l l l l l l l l l l l l sss m N o N _ _p•o m m m m m^ n N m a N m b A d N n•1 r r n 1 P I I h I 1 n I I n n I I I n I 1 IyyIyy�� Amo^ m ^ n C�N N N m'••N n m m m m e m Yl n w�m m�Y N h m H N N�h r Y N n V Y�M�r Y I I h Y l l I�j n I I QW��I a �QSJ •O N.N- oiler pl^m^^^d 0 1d o m n ri m N l6^m Y m m n f g v1 m V b b m�p Din n Y Y N n Y P Y n n }f 1Q• S pg��.N.�.N•N•��� N- ��Vm R12::nmh o m mm w'unm' h^nmNu^nNmu^�vmi }OS H�.N•�.N-N�NN����.N•�NN N_ N^N_ N_N�.N-O N_.N.�N H..IRrym mO�nm O���m0 mm��A m'II �f m mmm mmmm I I I 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I I I I I I l l l t E �m m m m m mmm mmmm m m m m m m m m m l l l l l l l l l l l l l l l l l l l l 111 I I I I 1 1 1 1 1 1 ^ 2 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mmm I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 m m m m m m m m m m mmmm m m m m m 1 I I 1 1 1 111 1 1 1 1 g I, m mmamm m mm m m m m.mm mim mmll1111I I BS rY3 0 0 0_o O o 0 0 0 010 0 0 0 0 0 0 0 0 0 0 0 o e e o 0 0 0 0 0 o m o 0 0 0 0 0 o m o 0 010 0^o m o 0 0 0 0 0 -N _ _ N �I�-N-N_ �a q�' •o 0 0 0 0 o q q q � � _q YI Q in tp I� i0 C1 N IM < 10 ID