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Home My WebLink AboutProduct Approval BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search �F�OfICId Product Approval r USER:Public User !1's� Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ■ H ECEi VE® lir a yt malt FL# R�enD DEC o Application Type 7 2016 Code Version 2014 PERMITTING Application Status Approved TIG St. Lucie County, FL Comments Archived C.1 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@easternm COechnical Representative Fe ( \S, Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CAccorcli)on e Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 D Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 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.pdf 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.pdf 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.kiLipr Approved for use outside HVHZ:Yes Verified By: American Test c. 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.pdf 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 HVi 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 15-084 (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.15-084.pdf 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.15-084.1)df 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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a acct mn Credit Card Safe GENERAL_NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRObULT EVALUATION DOCUMENT'(P.E.D.) HAS BEEN VERIFIED FOR COMPLMCE 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. 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 TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SWILL 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•�' HV BLADE$ & 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. SHEET 1 GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=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 21737 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE G) 80214.01-03.80715.01-03.81004.01-05.81214.01-05. 80317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AR A FIV GLAD 1n AND FIV WINDOW BLADE _1nA_ AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE�PPLICABLEl -HV WINDOW BLADE @ 80505.01-OB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D•WIND ZONES 1.2, 3)BASIC PROTECTION ONLY AND 8 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(D 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 CENTERMANE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x275'AND 814x1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CETNIFRMATE ALTERNATING DETAILS FIV SHEEP 9 STAINLESS SSCREWS WITH 135.0 WI YIELD STRENGTH AND 180 ks1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED LID. COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIONG ON THOR HEAD. (TLD CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SWILL BE ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ksi AND 35.7 IIsi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLACK SHEEP 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kW MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS M BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl 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 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 HV BLADE(D&(D WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 85'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3• HV WINDOW BLADE R ONLY 9.IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE caNTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONYACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION +�T 19 EL 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 FIV AND HD AREA 4• HV WINDOW BLADE t.1�ONLY CENTERMATES AND ENGAGE OR LOCK ALL EN AND HO LOCKS. 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 M COMPLY WITH SECTION 1710.8.2 OF THE FLOWDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,LM WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.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)SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. -11111111111.4.11FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione ��-R A•I. i 7/, ©2015 FAST(•I.2N METAL SUPPLY,INC. 0�Q` .......... BERTHA H TN,(I,�i fi 'y C O ' c Accordion Shutter System CIPPYN 0: �L E N A.S.S.A■ Hv.eLooE#1 w/oe w/o Kv w�Noow 13LAOE TILUT TESTING & ENGINEERING COMPANY Shutter S•}15Tt9m3 DLscwPnon DALE DRAWN BY. 3/ro TF *� Association. Inc. , OLD 11-19z 4/13/15 Dere a/13/1s . OF 6355 N.W.36th.SL,Ste.303•VIRGINIA GARDENS.FLORDA 3316 ' Ph no:(303)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 RAWING No t1' '•, k, .` .-on:b1taaa®aol.com West Palm Beach, FL 33407 3 s/0N..... ��• ®-00067.9 15=085 �.Y„AANAL E %-. WALTER A TILUT Jr.P.E. 5 SH P.E. SEACINNITTURE/DATE FLORIDA ua.y 4as7 e. 1 . OF 20 .. - 3Y FDR WMDON BLADE® - VARIFS -e •bN 1.918• 1.491' .200" 0-fl' • 14.35 09 .7 H �' w o 4.371 a 4.385 4.857' 4.999' 0 , 1 HV SOLID BLADE 375 ry O5 HV 90'D `STARTER OHV UNIVERSAL FLOATER m QUALIFIED aR usE w/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ W BLADEQ ®HV DIRECT OUNT HV BLADE HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�E W/ W 6063-Te ALLOY AND TEMPER !SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 LADE(1) 37.' o 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 6063-T6 ALLOY A�6 TEMPER 124• 085• • .556. .a (TYP-) * 70• h`p 2.670' 670' 2.226• N o .994' a .000' ry O 2 ry 842 0 o e 4.897' Jam, .a15- .092' O7 HV AN. ADAPTER WILIP 4.436' --T'2 + 1.375' 0.072• o.o 2'' ®HV WALK-OVER. TRACK '920 }.22s' QUALIFIED FOR USE'W/ HV ©HV ADJ. FLOOR TRACK BLADE Q QUALIFIED FOR USE W/ HV 0 HV TRENCH TRACK 5" 3.750• 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AITD TEMPER BLADE(D ONLY. HV RAINGUQ RD BLADE 1O 6.063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER N VARIES n 1.935" BLADE 1 1' o .00�60'4' OB.}• 60 2 .12 VARIES 1.936' 1936' o n 6063-T6ALLOY Mo 1.915A� TEMPER Max ''1917' 083• .08' .093' m .093• .100' N .OfiO" .093'61 -0670 �7. 870670 1.696' 0.14 3.5 ' 0 11 HV CEILING HEADER HV HEADER/SILL (� 13 HD CEILING HEADER/SILL Q IFlED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED OR I ANO BEMPER ONLY QUALIFIED FOR USE W/ HV BLADEtO 14 J� WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/HV 6063-1`6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE1t)ONLY. 6063-T6 ALLOY AND TEMPER 1 - MN X MN Y MIJ.t COMPONENT A 8 T1 T2 X Y t 1' 1' 2" 2' 0.125- 0.082' Q 2' 5'MAX. 1/8' 1/8' 3•IEEE SIDE ANGLEIB 2• 5'MAT(. D.192• 0.192• 1[] S CORNER QUALIFIED FOR USE W/ HV ALUMINUM ANGLES IS 2.5" 7'MAX. 0.190 0.190P)STSUALIFIED FOR USE W/ HV BLADE Q1 QUALIFIED F0k USE W/ HV BLADE 01 6063-76 ALLOY AND TEMPER BLADE 1 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 `11111 cI/JJ7j ©2015 EASTERN METAL SUPPLY, INC. TiJ9BERTHA HVTM 2�r�\CENSF - A S S A Accordion Shutter System rT1 L E C O I N C. A.S.S.A. . ■ . H V. BLADE , W/OR W/0 KV. VNNDOW BLADE American Shutter Systems EV•N DESCRIPTION DATE DRAWN Bfi M.L. TIWT TESTING & ENGINEERING COMPANY !.� As3ociatlon, Inc. 1 OLD 11-192 4/13/15 DAZE: 4/13/15 STATE DF .cv= 93''3 N.W.36th SE.Sit.309.VIRGMIA GARDENS.FLOR DA 3316 Ph...:(308)871-1530.Fax:(308)871-1531 4268 Westroads Drive 2 DRAWING No 111.ox", FkU11 .'�\�� e-mai�L0008®181aam West Palm Beach, FL 33407 3 ,, s••••••••••�`.� WALTER A IIU.If Jr.P.E. 15-085 J'�iF S/ONAV \\1``` FLORIDA U.B 44167 5 SHEET P.E. S��ki,/66bh4Y'ME/DATE 6 2 OF 20 4.660" 64,7rl 1E CASF AD 1�4 7407 2.293' .745' — - 2.29 0.33*' 6_Z' 0 1 S.&M.S. PX 6 =-21 IE CAST (2 tYPj *03- IS. eAKEQN pm .325" .J1811BRAZW CYUNIXR B C'UNDER &KM(EHRQUE (0-I'm_Tw) HV CENTERMATE MY LOCK NV F-GRESIS LOCK QUALIFIED FOR USE W/ HV BLADE(D ONLY ELOATING CENTERMATE Vdo'IA - I I 6063-T6 ALLOY AND TEMPER QUAREPTOR USE W/ 14V BLADE 0&Q4 ONLY V --- 30 3r �V QUAUFlED(§DR USE W/ HV QUALIFIED FOR USE W1 W 6063-T6 ALLOY AND TEMPER HV CORNER CENTERNIME BLADE & a ONLY. BLADE(D&(13 ONLY. (2 If Q AILIFIED FOR USE W/ W BLADE Q)ONLY 2.874* 6063-T6 ALLOY AND 7EMPER PLASTIC HIM C 1.756' 922' MOLDED 4,045' TO, SCREW 2.079, 1.753" '�od 6 AFTER RA(ETING .00. A25' 3/4 00- BEFORE RNMING 1/4"A-20 X S.S. THUMBS R I IA"O--20 RIVNUT* T SERIES 9444 AUPANUM(2024-13 ALL"LARGE RANGE'MIN FROM ELVAPON .5. k22J SHEET NwSERF,PART 10820,AS MANUFACTeRED BY AVDEL PLAN 0 HV ALE "T" LO CENjgRMA:1E .566, CHEM TEXMRN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T' LOCK CENJERMATE QUALIFIED FOR USE W W OLADE(90NLY HV FEMALE "T" LOCK CENTERMATE H "T" LOCK _ERNATIVE LOCK ALLOY/ @ HV ALT 6063-T6 AND TEMPER QUALIFIED FOR USEQUALIFIE 8&�() &USE W1 HV @ QUALIFIED FOR USE W/ HV BLADEONLY QUALIFIED FOR USE W1 W BLADE W/HV BLADE ONLY ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPETTYY (D ONLY. 1.917 P 'i iz 3.161 o .0 063' 1_.UM8TURN .214' .063 .062- CYLINDER OR .214* KEY CYLINDER Zn yr 0.8751 win. u^ 40 .125"Mox. HD CENTERMAN MV NO LQCK' HD-CENTERMAT W/ LOCKING RD 0 QUALIFIED FOR USE W1 HV SLADE(g& WO QUALIFIED FOR USE W/ HV BLADE &" F 0F_ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER H12-CENTERMATE'S INSERT VARIES, 12-Milk QUALIFIED FOR USE W/ HV BLADE(q&0 1/4-0-20 S.S.OR 3/8*0-16 6063-T6 ALLOY AND TEMPER ----ACLTAL THUMBSCRENS. CYLIXN"()ER (ME DEwLS) HTLIRN =HU1.1DER 10 OR 5 t (9 LOCKING RODA T-1:1, 11.38-M.N. QUALIFIED FOR USE:W/ HV BLADE(j) it 10 (R HD LOCK 6063-T6 ALLOY AND TEMPER By- ACETAL HV ZO AIS' 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2.333 HOOK BOLT LOCK. D15 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS TERIES3,S, THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE@& @ 1ILLED AT TRACKS FOR PROPER EMBEDMENT QU FIED FQLJ%%VV!W/tj;jy BLADE() QUALIFIED FOR USE W/ME(1) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' Ilk-........... . 0 2015 EASTERN METAL suppLy,INC. .............. \Y BERTHA HVTM .\ Accordion Shutter System yyJ 11LIECO A.S.S.A. RV. RADE#1 W/OR W/O RV.WINDOW RAM American Shutter Systems ?EV.fk DESCRIFIDON DATE DRAWN ft M.L. TILLIT TESTING & ENGINEERING COMPANY ssoctaflon. In 6355 N.W.38th.SL.Six.305.VIRGINIA GARDENS,FLORIDAFLOR10% 9 1 OLD 11-192 DATE. 4/13/15 FhO e:(305WI-1530.Fox: 4268 Westroods Drive 2 ...... -mcal:tift-0100I... West Palm Beach, FL 33407 3 - —DRAWING No 1�� EG-00087 9 SION 15-085 "111111wilt, WALTER A.'nUJT Jr.P.E. 4 E. SEAL./SIGNATURE/DATE FLORIDA Uc.144167 5 SH EET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV H V 41 �3/8'0 12"MIN. IN. PCE (825' I O HV BLADE 1A v \ GE NV WINDOW BLADE 0625' W"-WX x .0625' HV LONG RECESSED NYLON BUSHINGKNUCKLE .0625-- 11+ 0825 1875' Y © 39 ' �" a (TTP)Es o.os s' 9 HV SHORT RECESSED NYLON BUSHING 3 R7.7 0 ® HV NYLON HAT WASHER ID OR ® N W FLAT B�0N OR f �� 50' y� , ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I )� 49 40 tt 1�2. 50" x 0.870"x3/16" THICK NYLON WHEEL. 3 I i 0u NV WINDOW ,: 2 7/B"MIN. CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS "�- 315'0 SEPARATION 03.00 BETWEEN .0625"BLADE 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGS ON c ERS aiTpN Y-Y 7� f 5 'T RioROrt ® HV 2 3/4" ACCORDION PIN W/ #88 HEAD * 41 �47�" � 4 I" C2 I IV LEAR �FNanoB ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i L 13—EEN TYPICAL HV WINDOW BLADEC1 Al AND POLYCARBONATE HV WINDOW DETAIL AOR (a /--@ or @ N.T.S. ((VEE NOTE FOR I I In 1kEOUIREMENTS) , (DOR ® I i *BAYERARSONATE MAKRO ONMPACT 3103 POLYCARBONATE WINDOW * 1IN.CLEA CE RESINS, UV-STABILIZED GRADE OR SABIC HY PIN @EOUIREMEKM AT EXTERIOR QLAUE KNUCKLEY I TO BLADE 13M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). 0 I 0 01 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q N OR .L �' L9 POLYCARBONATE SOURCES FOR HV q.BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APS RESW lYRM PNFERRES SIAIC ND cm"nvsat (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT NTS HV PIN @2 E.RIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 00.324' BLADE'V KNUCKLE. SPECHIC CRAM' AsnA 0792 0.043tnA� 0.0a lb/,?BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. O4 „ ® 3 (SEE NOTE FOR TENSILE TFNS RE nm sTlal+cnl ASTET Dasa 8,480 oaJ. 9,500 P.J. FIFx11RAL STRENGTH AT YIELD ASTM 0780. 13,500 P...I. t3,400 Psi (3) HV PIN ® OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 EiE NRAL MG.G ASMI W80 31.000 os.t. 341,000 Pzl: SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8j Hm m RnINCo anN mse .°Fr n/n n Fr-m! SHEET OO WACIERMM SMOKE DENSITY `STM 03A4347.2 x 04.5 x MAX WHEEL CARRIAGE DETAIL N.T.S. ASSEMBLY LAYOUT RATE of auRNwG asT1T Deas c-1 cuss o-t cuss N.T.S. SEL'IGNRI011 ASTM-01828 101'F 880'F ASTM 0153 TEINSRE STRENGTH AFTER WFAIHERING ASTM W8 0302 P'. °810 P.aJ. C1� HY BLADE SOLID & HY WINDOW BLADE DETAILS TENSILE S»�BUM WEATHERRTG ASN e3e 0461 9.1. 1 43880 P.eL N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R A. A"0,, 0 2015 EASTERN METAL SUPPLY, INC. ,.•��Q��E......T/C��l.,,�� BERTHA HVTM 0cLCN _ 1L EO �NAccordion Shutter SystemA S S HV. BLADE#1 W1 OR W/O KV. WINDOW BLADE lJ American Shutter Systems EY,N - DESCRIPTION DATE DRAWN Br ML *_ TILLIT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/1315 DATE: 4/13/15 " �0•, ATE OF e3s5 H.W.38th.s<,M.305,vweww GARDENS,FLORIDA 331e ORIDA Phone:(305)871-1530.Few:(305)671-1531 4268 Westroads Drive 2 DRAWING No �tV;�� a-naR:5ltewOPPl.con West Palm Beach, FL 33407 S 15-085 ORAL ENG��.�` WALTER A.TILUT1Jr.P.E. 4 FLORIDA U.B 44167 5 SHEET P.E. 111N'A�URE/DATE 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES• �a I.MANDATORY CONDITION NE HY LOGK�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12`ABpVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 165.AND FOR iNST TIONS T ANY ELEVATION. FIV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR IT n CETITERMATES W/(2) 1J4's0-20 x tJ2"LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALE.BE AS INDICATED ON TYPICAL,.SHUTTER ELEVATION. 1gm L26CT 'IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY LT£USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LACKS TO GENTERMATES ONSHALL SHALL BE A5 INDICATED ON NOTE(1)AeovE. LOCATIgN OF LOCKS SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. 3. OPPONAL CONDITION II o �� 42 IS USED WI M H V LOCKS) LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4"E 9 96-K:Jr °R® 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). s^ 4.MANDATORY CONDITION-&-ONE NV LOCK 1 S 8£USED AT CORNER CENTERMATES FOR ANY SPAN o o AND INSTALLATIONS A7 ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, {y ATTACHED TO CORNER CENTTERMATE W/(2) 114 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS �l Oto RDrrxvc AT TOP& BOT 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. o °; 3 5 • ONE ALTERNATE FN LOCK MAY BE SED IN UEL1 pF}tV LOCK or FOR ANY SPAN.AND INSf WINS AT ANY ELEVATION.AL NATE LOCK • GG ® MAY BE USED AS AN NSIOE OR OUTSIDE LOCK.ATTACHMENT 6 00. �S^ OF 1%4`0-2bx3j4'SS.THUMBSCREW TO®OR 0 CENTERANLTIS SHALL BE MADE W/ i/4"o-20x3j4"ALUM. 1 b b RIVNUT AS SHOWN ON SECTIONSHEET 8. ONE LOCK SNAIL BE USED AT 1/2 OF SHLRTER SPAN OR 7W0 ISH$ ROCKS AT t/3 OF SHUTTER SPAN. g, MANDATORY CONDIRON ja,FQR KEYS'T,�(F M IJgbG INSTALLATION"+'• ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN PoR ANY SPAN OR 12'ABOVE OR BELOW 1/22 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. NV LOCK® or 0 or®MAY BE USED AS AN INSIDE OR. OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL,CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END MS. LOCATION OF LACK SFW1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 r E H 1 J K L M p C R y Yl x SHEErs 10 3 HEIGHT.is TYR FULL 11 OF CORNER *NOTES ON HV AT" LOCKS AND CENTERMATES, CENTERMATE ONE ALTERNATE FN 'T"LACK Srb MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND Qal�aa 6�+QaR$�ox TO+�3 oR i STALLATION AT ARTY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � OF LOCK®INCLUDES USING REINFORCING LOCKFAR AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CETRERMATES q ANO 0 W/ 1J4'0-20 x 1 1j2'LONG S.S.THREADED BOLT W1 7j8'0 x 3/32` 0* O O ^ WINGNUT OR W/ 1/4"W-20x1'S.S.M.S. INTO A 1/4"ox 5/8"RIVNUr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' + 7 6 7 its MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. an *NQS ON HD LOCKS & CENTERMA'ES: CENTE1ri� L0R[3j W4,: ONE ALTERNATE NO LOCK L�3D.MAYBE USED M LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LACKS 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 0 To 0 is W/3#8 13/6'F.H.SS.M.S.•AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HUB-HVB AND HDC-HVC,SHEET 10,LOCK MAY BE INSTALLED AT MIDSPAN OR Ve MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ LS CoNPLETELY OPTIONAL FLORIDA BUIWING CODE(Mon High Velocity Hurricane one ```\S1S��.�'G,�A•.r�jl/ 74i 1�2015 EASTERN METAL SUPPLY,INC. BERTHA HV • !!L E C O �,��. Accordion Shutter System *' RV.MADE#T Wj CR W10 KV WINDOW MADE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems MY.Nk DESCRIPTION DATE DRAWN 9Y: M.L. "' .��X•' STATE OF .•4 S 6385 N.W.36th,SL,St.303.VI60WL1 WIDENS,FLORIDA 3316 Association, Inc. t OLD 11-192 4J13fi5 DATE: 4/13/15 �sr9`—re ;`'` Ph no:{305}871-1530.Fox:(305)671-1531 4268 Weskroods Drive 2 �1`'• �R��1�' DRAWING No 'iilll�f`? .........`��```�.� a-maEB-h.00067191.�m West Palm t3each, FL 33407 s 5-0 5 !!!!7 1NAt�\1��d1 WALTER A TRtlf Jr.P.E. 4 SHEET P.E. SEAL lnS AI RE/DATE FLORIDA Lin.i)44167 D 6 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED POURED .(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS 1/+-0-20x3/4- CHINESCREWS S REQUIRED REQUIRED FSR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 J�A(Eyy70NE(SFE MDUNDNG®ON 5HE177) SHEET 13) NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. 1• ---- 1 OR 14 Min. 1/4 0-20x3/4'S.S. Min. EQ EQ MACHINE SCREWS __ EQ Q USING 1/4'-20 NUTS 2• _ ® 12.O.C. E D.i .250'Max. __ _ 13 GR 15 i 13 IT OR 15 .250' .250`Max. tl N Max. L ED I� i liHIII OPTIONAL �PTTONAL 1 � I`1Eai Emxo 1 i 1 OR EJ0STING 1 ' MIN.SEPARATION TO GLASS 1 EXI511NG iT tR Fat I i t { i I 1 GLASS--{—(SEE SCHEDULE ON SHEET 11) i [3Mf50)t? MIN.SEPARATION TO GLASS I i GLASS—i —(SEE SCHEDULE ON SHEET 11) � E%IST1N,"Fi I 1 QA HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISfING 1 i i MIN.SEPARATION TO GLASS GLA55—+ i i i i i r—(SEE SCHEDULE ON SHEET 11) i' 1 m 4tA55(� I t i III 1 DR �♦ i-- MIN.SEPARATION TO CLASS I l i 1 fJfG�S—I `f g(% i yyy�yP�II�lli (SEE SCHEDULE ON SHEET 11) ON am tq MR ai�smi® i �Hil f705TING I 1OPTIONAL R i GLASS--i 1 --- i 11 1/4' I I I i i� 1/4'Max. E # 1 I Max. OPTIONAL i i R 1 11 --13 aR 15 E 10 i i D. N ' /2 - -- 19 - \ - EO EQ -- -- 1/4'0-20x3/4•S.S. Min. PHIWPS TRUSS HEAD 1/40-200/4'S3, PHILLIPS QoRI$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 7' 1/4'-20 NUTS® 12'D.C. (SEE SCHEDULE ON W/ 1/4-20 NUTS® 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) - -min.- ORCONCRETEBLACK SHEET 13) OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTERi E ♦ 0.-EDGE DISTANCE `, ASSEMBLY SEE UM ATIONS OF USE FOR H Y B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1ON SHEET 19 10 IN ANY WAY TO SUR ANY INSTALLATION. LL111L1L1F FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.••14 /i/ ®2015 EASTERN METAL SUPPLY, INC. �P�' \G EIV BERTHA HVTM L E C O .N�. A■S■S.A. Accordion Shutter System * _ H.V MADE#1 W/OR W/O H.v WINDOW IKADE American Shutter Systema IEV.N DESCRIPTIGN DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY S AT OF Q� Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 9'•. :.� 6333 N.W.3618 SL.Sta 303.VIRGINIA GARDENS,FLORIDA 3316 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ........••NG\`\�.�`� e-mal®til�eo191.com West Palm Beach, FL 33407 3 15-085 ��NA;L� �\�� WALTER A TILUT Jr.P.E. SEAL��NATURE/DATE FLORIDA Uc.p 44167 5 SHEET 6 6 OF 20 POUREDCONCRETE ANCHORS CONCRETE _(SEE SCHEDULE ON SHEET 13) i.m a {gF ! 1 OR EXISRNG i t "0 i N REQI11% SWFDIAE ON SND•3' EDGE OF tt R titA1W mAtm 1 ! I GLASS I % j"(SEE SCNEMM GN I SW If � av StkFT t9 eaR � ! Nui sEnAgxnoN 4� I I SNEET 17) '� I E• APPUCABLE EXISCLASTING aAtRS�&® ON SNEEr ) ANCHOR 1 1 t 1 1 t!! EXISTING r 1 I i LOCARON 1 I CLAS i xWASHER HEAD OR OR I1r ! 1 OF�IXSCREWS® o CONCRETE ANCHORS 8 SE IFO + 7 ! (SEE SCHEDULE ON SHEET 13) E 1 I APPUCA13LE FXISONC11 I ! 1 t EDGE OF Glwa 1 I III SLAEDGE B. I 1/2 11 1- EDGE OF A PU I B.FCABLE MN gsnRAno1 - APPLICABLE E.Q. •,Q. SLAB IF mc3Als{SEE PPPUCABLE POU EDPOURED FLAT HEAD CONCRETE ANCHORS I tic ft ®,w PGURED CONCRETE p' CONCRETE (SEE SCHEDULEON SHEET ik} CN SIFT)s R 1 OR ��CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED eAOEsG)�L9 i REQUIRED 0. D. (SEE SCHEDULE ON SHEET 14) ti ,TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (F� HV FLOOR INSTALLATION t (D HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ©NV CEILING INSTALLATION SCHEDULE N3, SHEET 11 EXISTING IYN.SF9ARI11Wf1 NO-0,SEPAgATlW CONCRETE ANCHORS CLASS t t m wss (SEE SCHEDULE ON i G�»SH&i it) _•— t/4 a DO f lffim TalooN w/ O fON s17 i 1 li —i-- SHEET 15) 1 . EXISTING } I i DOSTING—! I I i EXISRHG FASIEN�T1� 1 4 GLASS r I a I CLASS -I(s¢salsEnnx;ls ON'osltE 11) ____(�GIM `1 GtISS--i I I i / F Tom. ! v 0 NK SYMdWN tp 1 3/4"MN.DIDU MkM O V i (SQ SOn3%RS ON 11) i iFOR UP TO 6`0`SPAN AND i I i i I I I I 4.O.C.R SPANS LARt.'Q7 TNMI I. 1/4- I i 5•-O"11P TO 5• AN -O•LNx.APFLY I I t MAX. i 1 SEALANT AT EYfSIC FASftMFR HEAD t w i O i i 1 i i I I (TVP.)(SEE NOTE 1T ON£LRET 1 f /g• au 3 OR 15 °' ; , jIOx3/WASHR4'H E' f,'OR _ I MIN, t TEK SCREWS i I DOM.SFN,WT 1 #14x3/4' HEX HEAD =i 1 8' iD 12.0.C. 8 i i i! :` '...... TEN SCREWS @ 9"Q.C. i _ _ 1 8' I V—" }'.:a,'• 1/4'p1-20x3/4"SS MS OR 1/ Nur S.S.M-5. t CONCRETE ANCHORS _ 8 +O 1114x3f4'S.O.S. •' t �T W/NUT®9'O.C, t ( 7 3 1 __ _ 1 Mak. •'�'.;� - c)j'i o 2 0.0.0-20 Ntt[5 SEE SCHEDULE ON n 1 e 9.0.C. �:-, ;• -' / �1 SHEET 14} n '.r:..!.' •.•.. •?, __ 17 OR 18 - .EXISTING NON STRVCIURAL O 1/2' 1' 17 R 18 .:.2.00"611N."+ WAIL TRPA(DECORATIVE t i i EDGE OF o O .'i.-• EA. SILL) !�I ! SLAB IF 0103/4"F.H.S.O.S. yc.•MIN:;.'.' :...•l.,"•"f PoUREtD CONCRETE 1 7 8' 1 7/8 APPLICABLE NOTE 13(b) ®9"O.C. REQUIRED CONCRETE ANCHORS -• :. !)"' •0 "" POURED CONCRETE (SEE SCHEDULE ON ON SHEEt 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET REQUIRED OR CONCRETE BLOCK V OPTIONAL POURED . REQUIRED @)K STOH,,JM QUEUNG,.IN,STALLATION CoNCRETE QK NV WALL FLOOR INSTALLATION yY WALL WALK--OYER INSTALLATION MNIIMUM AS.O.DESIGN PgE4URE 404,-72 p"f REQUIRED MAX%11M SIWTTE71 SPAN 5'-O' HY RAINGUARD INSIALLATION t sem; Nt THIS INSTALLATION SHALL BE OTE FOR COMBINATION of SECTIONS s E.D.o EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ORJACENT To ENTRANCE�OPERABLE EXIT ' SEE SLADE Ug ONNSHEECU79 FOR INSTALLATION DETAILS VII f Q NV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED —^- •�..• FLORIDA4 �T1 !� !1 f�1 IN ANY WAY TO SW ANY INSTALLATION. T LOUDIt1)IRU CODE(wort Nigh Velocity Hurricane Zone JN�� RA.-Tw)11111. ©2015 EASTERN METAL SUPPLY, INC. ENS ' ��'°; ..__.... BERTHA �� _ E 6 ,H . A■S■S■A.I Accordion Shutter System � itv eI.aDE#1 w/OR w10 H.v 1MNDUN eLAc>E lE7��n'��Iw,- Shutter 'Systems EV.N DESCRIPTION DATE DRAwn eY: M.L_ • A TATE OF w TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.36th.St,Ste.303,VIRGINIA GARDENS,FLORIDA 3315 a Association. Inc. 1 OLD 11-192 4j13j15 oATE 4jt3/75 Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive x i,� •., �\,�� e-M.f.Ultcoo600t.eem West Palm Beach, FL 33407 3 DRAWING No EEI-0005719 4 15-0$5 WALTER A TIL T J,P.E. P.E. RE DATE FLORIDA uc.g 44167 33 SHEET OF 20 SKE END WALLCON ILS ON SHEETS 10 8 SEE NOTES ON LOCKING RODS®,HV LOCKS©°r 1 INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 5. oUT EXISTING GLASS 90• IN Ilr J/ BLADE SMACK DETAIL HVF IS VAUO FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE01 DHA 4 *U0 OR U SFE END WALL CONNECTION +�5°p©+®�+1©+©°P EXISTING CLASS WAILS ON SHEETS 10 & 18 6 7 + 1 W+ 6 + + ox ---------------------- 2'x2•xl/8'x0'-2 I ®+®°R®+O3°x t9+�$ 3 1/4' 7" 61/2" 7" (6083.2) ALLOY)ALUM. I / ©�® OPPOSING SYMMETRYCAL arcLE W/(2) 1/4'0 7APCON 1/2" OR CENTERMATES ANCHORS TO CONCRETE I CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& 81Ox3/4'S.M.S.a 12' �c --�� yc TO GLASS (4)810x EA S.M.S.TO TUBE O.C.FULL LENGHT. W� HV LOCK 4 OY Rb) W/ HV LOCK � Or fCy AT EACH ANGIF.(TMP) I 3 * 3 (SEE SCHEDULE ON 1 5 I N 5vILE D 90 QWI®WI©+OW18WI,0+©OR O O __-I "OUT a 0 HVB ©�®�©+O�®x+10 +�� HVC POURED CONCRETE OR HVA I7/j�/� EXISTING GLASS CONCRETE BLOCK WALL ©+O+©°R© o- 1 ) ,'O+@_Q+O°N©+@M F REQU ED _ EXISTING `®°"�+®°"®'©��IEXISTIN ( SYMMETRICAL IN 6 7 W7 6 + 7 + °R I GLASS _ O _O O ® ® �'O+® � O ® —----- MIN. SEPARATION 95 CENTERMATES 6 ©+�W,Q+�W®+�W ro GLAss CLASS 1 * OPnO_ (SEE SCHEDULE + * m HVA (INTERIOR) ®+©°R ON SHEET 11) MIN.5 ON ® ® 3 ®+ (STO GLASS EE SCHEDULE I N ®ONAL _ON SHEET 11) (INTERIOR) _—_—_ _—_ ___—_—_ __—_--__ - - - oUT CONCRLZE ANCHORS I 1 16'O.C. c �----- --- - 3 VARIES 00, o °A ® a ® OUT B 1/2"MAX.SLACK oUT 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A wli 1iT�l1111j1j11 ®2015 EASTERN METAL SUPPLY, INC. ��R.••••<<ir,;%, BERTHA HVTM Q IGEN = 1 L EC S Accordion Shutter System O N . KV.aADE#1 W/OR W/O KV. WIMM BLADE American Shutter Systems iEv.No DESCRIPTION DATE DRAWN BY: MI TILLIT TESTING & ENGINEERING COMPANY o'• STATE OF 510 N.W.36th.St,Ste,30.VIRCRIIA GIRUEN5,RORIGY 3316 Association, Inc. 1 OLD 11-192 4/13/15 OATS: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No F�OR�pP : °-man:NR°°°aa°ol.c°m West Palm Beach, FL 33407 3 %.r •. EB-0008719 15-085 ,,Fs •.......•NG�.�`� WALTER A.T1LLR J,P.E. 4 P.E.11j %� �jAiP1�E/DATE FL°ROA D� k 44167 B SH8 OF 20 ALTERN TE I STALLA N W V "T" LOCK 0 V MALE/FEMALE "T" CKS CENTER AT 8 9 & T_; 1 HV BLADE SE ENIQ CONNECTION DETAILS ON SHEETS 10 & ie CLASS INSTALLATION n HV BLADE OUT IN "?',/-EW�"� B�,Ep SACK DETAIL HI INDICATED ON SHEET 6, W/ HD CENTERMATES .� AS WELL AS UNM1ERSAL FLOATING eIADE03)DETAIL HDD-MA, INDIMED ON THIS SHEET.MAY BE USED WITH THIS ALTER INSTNI.ATION DETAA WG SHOWN 1N TFiLS SHEET. . �^EE£ND 1'LI,L CONNECTION DETAILS QN SHEETS 10 h 18 SA-.D•-x (wea Te AD.OTI ALI AVIXA WI 3j Ali CRETE , AN (WADDON)& I t..___-_--_.----,-_-_-----_-_- (OPTIONAL) ,Q* (OPTIONAL) (+aa,Wi/2•SALT To tU8E 110.3/4*SALE.0 12*. _-"------"'---"'---'----- 't AT EACH ANCM(TYP) I O.C.M LINGHr. 30*HV "T" IN F4H5�(TYP) - --- - I - ((4)HA 3 -- -----.r�ARATroN 3 o MASS LOCK (INSIDE) 1 s G 7 /+` w•) s HOT%0 1 4- -- - -------------- - -- — -- —- ' -- 1 1+• 51 28 29 1 1 z Ve 5/wi a 5 OUT (BOR 3* 31 oR 32 31 GR© 35* 31 OR 32 *SEE NOTE 6 FOR NYsst 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4' 35 (OPn�•r•Loa(•oN sHEEr * W/ 7/8"0 x 3/32" WINGNUT. (oPDONAL)H08—HVB OUT NDC-HYC 3fl HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HO CENTERMMATES • t SUMS$444 AWTANN—" HVG* �W/�k LOCK (EXTERIOR) .WJ LOCK (INTERIOR) SHEET Ta Attar)TARGE am. THEN °1®p1©+�°1�"•l.J'v.. °" SHEET NIJISERUFACTU7 PART i am. CREW AS NANUFACIURED FW AW0.CHERRY D7054 ORPEOUAL ENT,NEW JERSEY +®efl©r®"Vr�01 -------_'.--' --_---.----- S+�_.�+��+��+� ` LOCKING Rom(1j m HO(39 LGOK.S ON S IEEr e UHTYMAL DIAOE3 OEMfL ta0-M9 IS Y MR �I101FSALL�CRTITT ENtaeMTFR APPLICATIONS WITH DIN G),- HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Non }high Velocity Hurricane Ione �tiE A.r.. f iy O 2015 EASTERN MET&SUPPLY, INC. �?4 .L\GENS �`�9"'% BERTHA HV-, ��- #L E C O �,N�. . ■ . Accordion Shutter System _ A ■ AH.V.RADE#1 W/OR W/0 FEV WINDi7W BLADE 4y /lJ'F = American Strutter Systems EV.N DESCRDpnGN DATE DRAWN GY: M.L. �OF �+ TILUT TESTING & ENGINEERING COMPANY y7'.• 0355 N.W.35 h.St,Stt 30.5,WRGIMA GARDENS,FLORIDA 3310 ASSccigtiOTI4 Inc, i OLD 11-192 4/t3Jt5 DATE 4ji3/1s Pt---:'(-305)871-1530.FO::(305)871-1531 4268 Westroads Drive z i(C3i' -moo:8fte-a-r— West Palm Beach, FL 33407 3 —DRAWING�5" �$5 /QNALONri``� wrzTEneaGtt°OLirtar.P.E. ' P.E. SLf�ii;NATURE/DATE FLORIDA Ue.g 44167 s SHEET 0 9 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS( EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS —7-'— ) 2"MIN EXISTING GLASS 16'O.C. _ T 2"MIN. MIN.SEPARATION TO CLASS(SEE MIN.SEPARATION SCHEDULE ON SHEET N.SEPARATION i GLASS MIN.SASS(SEE EQ EQ To Gass(SEE 11 FOR BLADE®•vm SCHEDULE ON SHEET I ro Guss(sEF 1 SCHEDULE ON SHEET 1/16"z3'MAX. ON SHEEP 19 FOR 11 FOR BLADE(DAND SCHO)ULE ON SHEET BLAS 11 FOR BLADE©AND (6063-TES)CONT. BLADES�&® ON SHEET+9 FOR 1/2- ON SHEET 19 FOR MAND BLADES(D (LOCATE AT ( ON STIEEr 19 FOR ALUM. CLOSER I ® r—� JADES O& EITHER SIDE BLADES m&® PLATE (LOCATE +/2 OF 5t�) AT EITHER SIDE MIN ' 1/2'MIN. DF(D) I •R USE 1"OR 2"MAX. um //100/2'S.M.S. I ____ (AS APPLICABLE)x2"x1/8"x0'-2' #10.1/2"/"S.M.S. _—_—_ 4D 16O.C. ALUMINUM CVP ANGLE 1 ® 16"O.C. ----- 4ji/ N, (6063-T6 ALLOY)AT MIOHFJGHT W\� ` (2)1/4-0l/2" CH AN HOORS TO WALL AT 1"O.C. (LOCATE AT rj SEE DETAIL X FO ®� SIDE CONNECTION ) OR EITHER SIDE OF®) I OR ® . OR ®• SEE DETAIL X FOR 1 OR®• TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION 6• 7 8 0 CONNECTION SIDE w®w 6.7 w e w 10•®w TO TRACKS w w 6• 7 n 8 w 0 �w®wO OwO6 7 w 8 10 ®w 1o•®w®•�©•®w TOTRACKS1o�®m©•Q�©-®w 1o•®w© Q ®®w 1o• 6,0, END CONNECTIOONN DDETAI BOwI•01 END CONNECTION DETAI®wp® 06 ®w®•®w� ®w®•® END CONNECTION DETAIL 3 END CON NEN DETAIL ETL L�2 CTIO F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING EXISTING CLASS CONCRE BLOCK WALL GUlSS 4 4 ET REQUIRED ——— MIN.SEPARATION #1 1/2" TO GLASS(SEE ® 16 .C. MIN.SEPARATION 17___-__ 1 LE ON SHEFr PND CONC ETE 1/2"MIN. TO GLASS SEE -_ --- _--- 6 OR®OR�OR ON 91(ET 19 FOR ANCHOR® 11 SCHEDULE ON(SF T BLADESD& 12'O.C. 11 N9iFFf 1919 FOR ANCHOR 4 ----- ------- ) OR) OR OR CONCRETE 5 BLADES(D ® _____ _ OR@ ANCHOR Q 16" 1 2 MIN. _�_•MIN. - --_ EQ 6 OR®OROOR 2"MIN. 2"MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW y BLADE 1A ON SHEET 19 @OR)30R�OR�OR� S3�-•_L 5 OR ®• PLAN DETAIL 1. OR �' ®w©.mow®w10•®w POURED CONCRETE OR ®��w©•Ow0 +o•®w END INS TALLATION CONCRETE BLOCK WALL 10w®w®'�®•®w REQUIRED 'fi:®w®•®w©:®w ©•0•®w©•0•®w 1 HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 BO•®wO ®wp Osw®® END CONNECTION DETAIL 6 O•®w®•®w® w®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone J��`•��A.r��Ti22j'' ©2015 EASTERN METAL SUPPLY.INC. �CENs ':'�- BERTHA HVTM ' r,39�cOINC. A.S.S.A. RVA�DE#1W/OORW hutter RV. WINIMBLXX I)F- l�l:•k_ American Shutter Systems IEV.No DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY STATE OF 6355 N.W.35M St.,St..3PIN 05,NIRGGARDENS,FLORIa1 3316 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ,c'., GRID �� a-mail:hltaco®aol.com West Palm Beach. FL 33407 3 DRAWING No s/ONAL'�0"`�� WALTER A TRLr1Br.P.E. 15-085 FLORIDA L'c.#44167 5 SHEET P.E.�'bi';4k IJRE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 BCH DUL # MAXIMUM SHUTTER SPAN* OR "L-" MAXIMUM SHUTTER SPAN* "L+" rRl-" M SHUTTER SPAN*"L+" ft.. FOR INSTALLATIONS W ( ) (ft) INSTALLATIONS( ) / OR "L-" ft. FORCE _.A!ATn'.® &®or�a or INSTALLATIONS W/ MEiRI•AL NT CONCRETE & W/ ONE H.V. LOCK (a or @ or or W/ ONE HY LOCKS MIANSORY WOOD P SlL+: MAXIAS.DMUMM AA LOWABL SURENRFOR GIVEN HD LOCK ®W/�5�N,O LOCKING RODS or ONE HV LOCK or 6 or L-:MAX.ALLOWABLE SPAN FOR A GNEN NEGATIVE CENTERMATES 'EY'&@ W/ ONE HV 'T' W/ NO LOCKING RODS(� W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, Q, A.S.D. DESIGN PRESSURE RATING. LOCK @ W/TWO LOCKING RODS 0 TOP & (SEE NOTES t,ft) MOUNTING F, K & L R. 5, &V. BOTTOM SEE NOTES t.tt (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR !/1� CONCflEfE&WOOD SHEET 7) FLOOR/CEILING G H. 1, 11, U T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING CONCRETE&WOOD INSTALLATIONS V MOUNTING IL DESIIRIMGN •��, 0.DUY N3.DEM CONCRETE & M ASa SIM Aso.SIJIM: i A.PRE DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, RAT WALL MOUNTING FLOOR CLING PIRA WALL MOUNTING PRESSURE L+AtwG Mop O N1D4G M1DR7 g RATING .FLOOR/CEILING MOUNTING DELERMINE MAXIMUM SPAN •L+'FROM SCHEDULE- 0-0 TA 3 FLDOR/CBtIP1G MDLRiiiNG tr.cx} OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, I.OR-) FLOOR AL1 MOUNTING 0 DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (TTL L-w L+ (R) L-Qq L+ ((t) L-(D) L+ (TQ (-(8) a MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR 30 OR LES 16'-0" 16'-0' 16'-0' 16'-0' 30 16•-0• 16'-0• 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED 70 nNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" i4'-10' 15'-2" 18'-0' 35 14•-10" 14'-10" 35 15-2" i6'-f0' 105 psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND `L-'. 40 13-1.0" 13'-10" 14'-2" 15'-2 40 13'-10" 13'-10" 40 14'-2" 15•-2' .,�� _ (3) PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4' 14'-3' 45 13'-f" 13'-1" 45 13'-4" 14'-3- 'I' HV CORNER CENTERMATE#3 MAY eE 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 SPECIFlCATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 ti'-10' it'-10' 12'-1' 12'-11' 55 11'-10" 11'-10" 55 !4'-1' It*-it• SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GMEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4" 11'-4" I V-7• 1 12'-4' 60 11'-4" 11--4- 60 I W-2" 10'-11' NOTE #5, SHEET 5. RATING: 65 10'-10' I 10'-10• I1'-1 11'-11" 65 10'-10" t0'-10' 65 9•-5' f0'-Y DETERMINE. 70 1p•-6' 10'-6• 10'-9' 11'-5• 70 10'-6" 10'-6' 70 8•-9" 9-4' L1+- MAX.SPAN.FOR WALL MOUNTING INSTALLATIONS. 75 10'-1 10"-1' 10'-4• 11'-7' 75 70'-1' 10'-i' 75 - g•_g• L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING t"f EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 9'^10" 9'-IW 10'-0` 10'-9• 80 9'-10' 9'-10' 'L-'AND MAXIMUM AS.D.DESING PRESSURE RATING FOR 85 9'-6' 9'-6` 9'-9' 10'-5' 85 9'-6- g•_g- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE 90 9'-3" 9'-3- 9'-S" 70'-1' 90 W-3' 9'-3" SHALL BE UNITED AS FOLLOWS: RATING; 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0• $'-9' 9'-2" 9'-10' 95 9'-0" 8'-9" Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 $'-9" W-4- 9'-0' W-7" 100 8'-9" 8'-;• LIMBED TO +64,72 ps.t. AND 8'-0"SPAN, SEE L2-=MAX.SPAN SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-7- 7'-11" 8'-9' 9'^4" 105 8'-7" T-11' MOUNTING M@ ON SHEET 7. INSTALLATIONS. 1 t0 8'-4' 7•-7" 8'-7 9'-2- 110 B'-4" 7'-7' FlNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3• 8'-4' 8'-11• 115 $'-2' J'-3" MINIMUM BETWEEN 'Lt+", 'L2+ "L7-•AND"L2-- 120 8'-0• I W-11- $'-2- 8'-9- 1.20 $-D" 6-ii• SEPARATION TO GLASS SCHEDULE 125 7'-10- 6'-8' 8'-0' 8'-51 () 125 7"-t0" 6'-8" 4 GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND.NEGARVE A.S.D. DESIGN 130 T-8' 6'-5' T-10' 8'-1" 130 T-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7 6-r 7 9• r-9• f3s 7'-r 6'-z- WIND ZONE MINIMUM SPACING. ,4o T-5• 5'-11" T-T T-6• 140 7'-s" 5'-„• ASTM E-1996 SEPARATION 145 7'-3' W-9' 7'-5' T-3" 145 7'-3' S--9" TO GLASS 180 7'-2' S•-.7' T-4' 77-0• 150 7'-2• 5'-7- 155 7'-0- 5'-5' 7'-2' 6'-9' t55 7'-0• 1 TNRU 3 160 67-11• 5'-2• 7'-i" 6'-7" 160 6"-ii• W-2" 165 W-10' 5•-1- 7'-0' W-4- 165 W-10" 170 W-9- 4'-I1' W-11' $'-2" 170 W-9" 4'-11- W-7- 180,75 -7" 4"^s' 6'-9" 6'-0-, 175 6'-7" 4•-S" \ ' 1 N V BLADE 6'-$' 4'-8' 6'-8' S'-f0- 180 6'-6' 4'-8" \\ IBS 8'-5' 4'-6' W-7' 5'-8- 185 6'-5" 4'-6" 190 W-4' 4'-5' 6'-6' 5-6" 190 W-4' 4'-5' 195 6'-3" 4'-3' 6'-5." 5'-5" 195 6'-3" a-3• 200 W-2- 4'-2' 6'-4" S'-3' 200 6'-2• 4'-2' 205 6'-i' 4'^i' S'-3' 5'-i• 205 8'-i' 4'-i" FLORIDA BUILDING CODE(Hon High Velocity'Hurricane Zone NwkiNittiittttftt ®2015 EASTERN METAL SUPPLY, INC. ��a`tir�A•TIL�/j.'rrq� �"' ��>11�lw�■ BERTHA HVTM =' 1�! LIE C O ,Nc. Accordion Shutter System q FLV.MADE#1 W/OR W/O H.V. WINDOW B!"""7 " TILLTESTING & ENGINEERING COMPANY American Shutter Systems E,•Nc DESCRIPTION DATE DRAWN RY:MAAY.Lp. 'n 8356 N.W.361h.St.5ta.30.5,NRGINIA GARDENS,FLORIDA 3318 Association. Inc. t OLD 11-192 4/13/15 DATE: 4/73/15 • Paono:(306)871-1530.Faa:(305)871-1531 4268 Westroads Drive 2 DRAWING No terry` a-mail;61toca®ooLmm West Palm Beach, FL 33407 3 wraTEa11Oi11itdr.P.E 15-085 FLORIDA Uc.)I1 44167 5 E/DATE SHEET 6 it OF 20 :� .•: � . .4r •: 1/ � lel :. •, .7: :1•, :� .•: WAIQ .1 v . . . 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Df5!GN NEC,6ITVE PRESSURE RATING AND.J�( @ NOING MOUNDNG TYPE FOR CONCRETE OR CONCREEE BLOT.!(IN_SALMMNS (SEE MOUNTINGS E 0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED FILM POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Pc-3 ksl) 11A)0A0A1 t�E WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(Min.Pc=3 kat) SPAN ANCHORS SPACING LEGEND - 1/4.0 K 3/4'ALL POINTS s000-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.If =3 ksi) (R) kSJL OEM RELATIVE PNEIITIE RATING W kSA DESIGN NOWME PF6S91RE RAIIND w kSA DESIGN NEGUIVE PREZURE PATINO W - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f.m 2 kai) 30 40 160 75 190 1120 160 205 30 40 60 75 80 120 160 205 30 40 60 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. 4 12 10 9 a 1 8 B 5S 14 12 110 1 9 8 '8 6 6 14 12 TO e 0 8 8 8 TINREADFORM TECHNOLOGI' (Min.f'c-3 ksi) 3'-0' 14 12 10 9 e 1 e e6 1a 12 10 s B a B a to 1z tD s B B e a Aly POINTS Soup-SET OR 14 12 10 B 8 8 6 8 14 12 10 9 8 8 6 5 14 12 10 s 8 8 8 5 BLUE TAP'W/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8__B 6 8 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 2: 14 12 10. 9 8 a 6 s 14 12 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' 14 12 10 9 B 8 8 8 14 12 10 9 B e e 8 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4b 14 12 10 9 8 8 4 3b A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SbUD-sEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 B 8 8 4.5 14 12 10 9 .8 8 6 5.5 14 12 10 9 8 B 6 4S INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 73 5.5 Jb - 14 12 10 9 8 8 8 5 14 12 10 9 B. 7 5.5 4 ♦SEE uu�[ATION9 aF USE FnR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 B e B 14 12 10 9 8 B 8 &5 14 12 10 9 8 8 6 4.5 BIPDE 1�1 DN sHEsi 19 5'-0' 14 12 110, 9 8 7 4 - 14 12 10 1 9 6 85, 5 3S 14 12 10 a 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ,4 12 10 9 8 75 4.5 - 14 12 f0 s 6 8 6 45 14 12 10 s 8 6 4.5 3.75 ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE A5 INDICATED ON 14 12 95 75 eS 4.8 - - 14 12 10 s a 7S 55 4 14 12 TO 9 e 8 4b 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON NINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 8 B - 14 12 10 9 8 8 6 5 14 12 10 9 8 8.5 1-5 3S INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S 5S J - 14 72 1D 85 7 5S 4 3 14 12 a 6.515.51 4 3 - , 14 72 10 9 8 8 - - 14 12 10 9 e 9.5 5 75 14 12 f0 BS B 5 4 - (8) TO EXISTING CONCRETE BLOCK:(/SIM C-90) 14 12 8 8.5 53 3 - - 14 12 f0 9 8 8.5 4.5 .7 14 12 10 a 7 5 4 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEL. 74 12 10 9 8 8 - - 14 72 10 9 8 7 5 4 14 f2 10 9 75 SS 4 3 - 1/4'0 x-3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT& SPECIALTY COMPANY. 7'-0' - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 t0 8 8.5 4 - - 14 12 9 7b 6 4.5 3.5 - 14 10.5 7 SIS 4b 35 - - 14 12 10 9.5 7 4 - - 14 12 f0 9 7S 55 4 - 14 12 9 7 7S 4b - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY 14 11 7 5b 45 - - J14 f0 9 7.5 55 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY ETHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 9 B eS - - 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 14 12 BS' 7 5b 3 - - 8 6S 55 4 3 - 12-52-5 8 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 TAPCON 14 12 SIS 7_5 a 9b B a.S 9 - 14 12 8 8 eS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 SIS e.S 8 3.5 - - - 10 6 85 6 - - 14 12 8 8.5 - 9'-0- 14 12 10 9 8 - - - f0 B 75 43 - - 14 12 8.5 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL 8E ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7S 8 4 - 7 53' 5' 3S - - 11 8 654.5 3S - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 BS 45, - - 8S 7 5.5 4 - 14 TOS 7 55 6 4S - E)USr,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 115 0b 5S 4 - - - - 9 7 6 4S - - 14 11 7 5b 4S 3.514 12 10 9 74 - - - 10 e'64 5 - - 14 12 8 8 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14105 7 5 13.51- - 13 95 6.5 5 4 3 - 10 7.5 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7S 55 - - - - 14 I1.59. 6 5 4 - - 2S 9S 6 5 4 4 - - NOTES B.7)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 1 8 6.5 5.51 4 -113 10 6.51 5 4 3 FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 2O. 14 12 10 - - - - - 14 121 9 7 6 4S - 14 tOS 7 5S 4S 3S - 11'-0' 2S SIS 5 - 12 9 e 4b 4 3 9 7 45 3.5 3 _ _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TRE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 10.51 7 55 45 - - - 111.5 ELS 55 4.53.75 - - - 9.5 7 4S - - 14 11.57.5 6 5 - 12 9 6 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELHRDNSHIP FOR ANCHORS. 12•_0- 14 12 10 - - - - - 14 12 1 8 6.5 55 - - - 13 10 5.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IIS US 4.5 - - 11 a 15.5 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 13.5 9.5 8 - - - - - 13 9.516.5 5 OS 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 14 10.5 7 SS 4.5 - 11 8.5 $.5 4.5 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0- 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 8 4S 4 - - - FACTOR 0.5 8 - - -- - - - 10 7.5 $ 4 3 - - - 7.5 55 4 3 - - - - ACTUAL- TAPCON WITH ADVANCED TAPPET[t zs SS - - - - - - 12 9 6 4S 4 - - - SIS 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BRIE TAP W/CAP 8 6 - - - - - - 13 95 6.5 5 - - - - 05 75 5 4 - - - - I V BLADE 0 DICTANCE THREADFORM TECHNOLOGY MIN.spAcrNc 14 12 - - - - - - 14 t05 7 6S - - - - 11 8S 5.5 A5 - ED. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2- MIN.SPACING - 3' 3 3/4' 4' 14'-0' f0 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 fi 3.6 J - - - - 1 i'IV B DEW POURED CONCRETE& pq1�ATE ODNa37E aDac POURED CONCRETE& POURED CONCRETE&POI>fEn 1E ATE BLOCK 1b . - - - - - - 9 B 5S 45 - - - - 9 65 45 - - - - - CONCRETE BLOCK MK M-3 1/Y MN.E0..2 1/7 CONCRETE BLOCK CONCRETE BLACK MN E0.=3 1/2'MN E0..2 1/2" 12 8 8 - - 9,5 7 45 - - - - V WINDOW AEN E0.=Y MN ED.-3 1 ltlN ELL-37 14 - - - - - - - 12 ,0 6s - - - - - 05 B . - - - - - BLADE WORKING 3- 1.0 0.90 1.0 0.76 1.0 0.64 1.0 15'-0' 9 - - - - _ _ - as BS . - - - - - 8.5 6 J - - - - - 2 1/2' - 0.61 1.0 - - 0.67 1.0 ,o - - 05 . 5 - - e5 6 4 - _ _ _ _ IN UNISON ♦ 2- _ 0,71 _ - 0.51 - 7 - _ - _ _ _ - i5 85 5.5 -w _ _ 9 6.9 4S _ _ _ _ _ 1 3/4' 0.91 _ _ _ 0,43 - 16'-0' 1a - - - - - - 25 ssB - - - 10 75 5 - - - - - 1 1 2- 0.35 - - 0.35 _e - - - - - - - 8 6 4 - - - 6 4S 3 - -s5 - - - - - - 9.5 7 5 - - - 6 e a - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. INV BERTHA HVIM �,.•'VENSF ' _ IL ECO �Iac. ��® Accordion Shutter System INV.BLADE#1 W/OR W/O H.V. WINDOIN BADE American Shutter Systems EV.N DESCRIPTION GATE DRAWN eY: M.L. rr_ TILLIT TESTING & ENGINEERING COMPANY DF Assoclation. Inc. t OLD 11-192 4/13/15 DATE 4/13/15 STAVE �` 6355 N.W.36th.SL.Ste.305•VIRGINIA GARDENS.FLORIDA 3316 4268 Westroads Drive 2 �' •��DR ; Pho na (305)871-1530.Fax:(305)871-1531 _ DRAWING NO -mall:Ulteco®aol.com West Palm Beach, FL 33407 3 �,FSSlONA��``��\ wurEa a00D°Lin1aT.P.E. 15-085 P.E.AfYkAt781NATURE/DATE FLORIDA Ue.®44167 6 S 13 OF 20 MAXIMUM ANCHOR* SPACING (jn.)JSCHEOULiz FORA .IVFN AAAY C IMER SPAN A S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR coNcRETE OR coNegETE BLOCK INSTAL I AT10N5 (SEE MOUHTIN05 I,J.K&L ON SHEET 7) POURED CONCRETE POURED.CONCR CONCRETE,BLOCK ALICHORS SPACING LEGEND MAMM I WAIX OVER& 1]BENCH ORAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPM CON OR n) Asn.Df9LTl IRTAIVE PT35SEWE RUM n OMM LRAM PRMVRE RATING D.DESK!REOARVE PRMYM RAIM MM NB;K P.RMM RA1D70 TAPCON�WTTH ADVANCED 30 140 160 175 190 112011601205 3a 140 160 175 9011201160 205 30 140 160 175 90 11201160 2O5 30 40 Bo 79 90 120 LBO 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 e 0 12 12 12 12 1211-91&5 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3•-0` 14 12 10 9 8 8 8 8 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 S 5 5 S 5 5 5 R LESS 14 12 10 B e B 6 8 12 12 12 12 0.5 B B 4.5 7 7 -7 7 7 7 7 6.5 5 5 S 5 5 5 6 5 BLUE TAP 14 12 10 9 B B 8 e 12 42 12 12 12 10 7.5 8 7 7 7 7 7 7' 7 7 5 5 9 5 5 5 5 5 TAPPER+ 14 12 10 B 8 8 8 6 12 12 12 12 1.5 85 8.5 5 7 7 7 7 7 7 5.5 4 S 5 5 5 5 5 5 4 4•-0` 14 12 10 9 B B 8 6 12 12 12 12 12 8.5 7 5.5 7 7 7 7 7 7 7 7 6 5 S 5 5 5 5 5 14 12 10 9 8 8 8 8 12 12 12 9S e B 4-5 J5 7 7 7 7 7 7 ESS 5 5 5 5 9 5 5 5 5 14 12 10 B B 8 6 8 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 S 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 S 5 5 5 4 3 S•-0` 14 12 10 8 B B 8 8 12 12 12 12 10 17.5 5.5 4 7 1 7 7 7 7 7 77 5 5 5, 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9S 75 6 4.6 3S - 7 7 7 7 7 7 S 3S 5 5 S 5 5 5 5 4 14. 12 10 B 8 8 8 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 9 5 5 5 5 4 * SEE ANCHOR 14 12 10 B_ B B 8 0 12 12 115 9 7S 5.6 4 3 7 7 7 7 7 4.5 3S - 5 5 S 5 6 4.5 35 - SPECIFlCATIONS 6•-0` 14 12 10 4 8 8 8 8 12 12 12 f0 B 6 4.5 3.5 7 7 7 7 7 7 7 7 5 S 5. 5 5 5 5 5 ON SHEET 13 1! 12 10 8 8 B 8 8 12 12 8 6 5 4 3 7 7 7 7 7 65 4 S S S 5 5 5 4 3 14 12 10 B 8 B B B 12 12 10 8 fi.5 5 .75 - 7 7 7 7 7 8 4.5 - B 5 S 6 'S 5 4.5 14 12 10 9 B 0 6 B 12 12 10 8 0.5 5 35 - 7 7 7 8.5 5i 4 9 8 S 6 5 4 3 7,-0` 14 12 10 9 B 0 8 6 12 12 12 B.5 7 9 4 J 7 7 7 7 7 7 7 6 S 5 6 5 5 5 9 5 14 12 10 9 8 8 B 8 12 10 85. 5 4.S 8 7 7 7 7 65 5. 3 5 5 S 5 5 5 35 3 14 12 10 9 8 B a B 12 12 BS 7 5S 4 - - 7 7 7 7 7 5 - - 6 5 5 5 5 S 4 - 14 12 10 9 6 B 8 - 12 12 B5 7 SS 4 3 7 7 7 5.5 43 3 B S S 5 4.5 3.s - O VAUD ONLY FOR UP TO +70, -75 - - PSF A.S.D DESIGN PRESSURE 8•-0` /4 12 10 B 8 8 6 12 12 O5 75 8 4S 35 - 7 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 B B 6 - 12 9 8 4.5 4 3 - - 7 7 7 7 5.9 4 - - 5 5 S. 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 B B 8 - 12 1 f 75 6 5 .7S - 7 7 7 7.6 6 45 - 5 5 5 S 5 4.5 - 14 12 10 9 8 8 - 12 15 75 0 B 35 - 7 7 6.5 5 4 5 5 5 S 4 3 W-0. 14 12 10 9 8 8 - - 12 12 95.8.5 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 5 6 5 5 5 5 14 12 10 9 6 8 0.5 8 5 4 3.5 - 7 7 7 11 5 3S - 5 5 5 $ 5 4 S 14# 4 12 10 B 8 B - t2 10 6.5 5 45 - 7 7 7 85 55 - 5 5 5 5 5 4 14 12 10 9 B 8 - 12 05 7 5.5 4.5 3.5 - 7 7 5.5 4S J.5 - 5 5 5 45 3S - 1O•-0`14 12 10 9 B 8 - - 12 11 8.5 6 5 33 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9-5 7 L'9 3.5 3 7 7 7 5.5 4S - 5 5 S 5 4.5 3.5 - 14 12 1 0 9 0 0 - 12 9 8 5 4 7 7 7 B 5 5 5 5 45 5 14 12 10 B B 8 - 12 9.5 8 5[3.5 3 7 7 5 4 3 5 5 5 4 3.5 - 11•-0`14 12 10 B B B - - 12 10 7 5.5 3.5 - - 7 7 7 7 7 713.51- 5 5 S 5 5 5 '$ 4 //,-�` ` ' 14 12 10 B e 8 - - 85 es 4 J.S - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - "I 1 V BLADE ONLY 14 12 10 9 8 8 - - 11 8 55 4 - - - 7 7 7 SS {5 - - - 5 5 S 5 45 - - - J 14 12 1D B 8 iS SS 5.5 4.6 - 7 7 4S 3.5 - 5 5 4S 3.5 312,-0. 4 12 10 9 8 - - - 12 9S 5.5 5 3 - - 7 7 7 7 7 0 3 - 5 5 S S5 $ 4.5 3S 14 12 10 8 8 B B 4 3 7 7 5S 4.5 3S - 5 5 6 4S 4 314 12 10 9 8 - 075S 4 - - - 7 7 6 5 5 5 9 5 4 -14 12 10 9 8 - OS 0 5 4 - 7 &5 45 3.5 - 5 5 45 35 313•-0`14 12 10 8 8 - - - 1S8.5 6 4.5 3 - - 7 7 7 7 7 4.5 - - S 5 5 5 S 5 4.5 3.5 14 12 10 9 8 7 5.5 35 7 7 7 5 4 3 5 5 5 4 3 14 12 10 9 1 B B 7 4.5 3.7.9 - 7 7 SS 4S - 5 6 5 4.5 4 ' 14 12 10 8 - 107S 5 4 3 7 e 4 3 5 5 4 3 14'-O`14 12 10 9 1- - - - 10.5 B 5,5 4 3.5 - - - 7 17 7 7 7 4 - - 5 5 5 5 5 5 4 3 1412 10 9 - 6.5 S 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 BS. 65 4 7 7 fi 14 5 b 54 14 12 10 - 9 7 4S 3.9 3 7 5.3 3.5 - 15. 5 3.5 J 15•-0`14 12 10 - - - - - f0 7,5 5 4 3 - - - 7 7 7 7 5 5 5 5 5 5 4_-L 14 12 10 - 8 4.5 3 7 7 4.5 3 5 5 45 15 - , _ 14 12 10 - 8 6 4 7 7 5 5 5 5 4 14 12 10 - - 85 6.5 4 3S - 7 95 3.5 - 5 5 3S - 16•-0`14 12 10 - - - - - 9-5 7 45 3.5 J 5 - 14 12 10 - 8 45 3 7 &5 4 5 5 4 35 - 14 12 10 - - - - 45 - - - - - fi 5 14.5 1- I I- I- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM I L E C O �LVC. ■S■�■�■ ccordion Shutter System *: �] H.V.HBLADE#1 W/OR W/0 RV.WINDOW RADE * American Shutter Systems M N DESCRIPTION DATE DRAWN BY: M.L.-,a TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 owe 4/13/15 2�•• STATE OF 6395 N.W.361N.St.SW.303.VIRGINIA GARDENS,FLORIDA 3316 / Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z .0 •. p DRAWING No -FS,•, RIDP..�F,`�`� o-ma�L00087191.com West Palm Beach, FL 33407 3 15-085 '''- 816NAL ENG��`�\ WFA1io�Rmn u 8 aalfiiE s SHEET P.E. SEACIVaNAIIIJ � DATE 6 1E OF 20 MAXIMUM A,$(DESIGN PRESSURE RATING (p.s,f) AND CORRESPONDING MAXIMUM ANCHOR SPACING j SCHEDULE FOR A LIVEN �l�lx SHUTTER SPAN NEGATIVE &S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). U B F SOUTHERN PINE No. SPRUCE PINE SPRUCE PIN 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, FlR NORTH FlR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN 6050 W/ W/ MIN. G=0.43 W MIN. G=0.36 uAxluuu SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS &o.WALL MOUNTINGS W & X W & X W & X P &'0 S &V S&V 5&V DAN WAK ROUE PARC C4 09CI NfAAE FIERK M11E(� M0=K M3W MING M 14901 nm F71M E Mw 04 DAOE MK R3l9EE MEM R9a7IVA6E IiE]97E MIBG IPsI II[WDA NEGINE IIEHFE MIIO Iy� D9RI IB K FMx IBRD gd) 0M RGW,T RSM wM;(� Cw Mx Rwx PANG((4 30 40 60 75 90 OS 30 40 60 75, 90 OS[12 40 60 175 90 05 30 40 160175 90 OS 30 40 160175 90 05 30 40 160175 90 OS 30 40 60175 90 105 30 40 160175 90 05130 40 60 75 9D 05 30 40 60 75 90 05 '-0'OR LE 2 10 10 9 8 8 6 8 6 6 6 6 10 10 9 8 B 6 6 6 6 8 6 12 10 10 9 8 8 6 6 fi b 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 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 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 S'=0' 12 10 10 9 8 B 8 6 6 6 6 5.5 1 Q 10 9 8 8 6 6 6 8 8 5. 12, 10 10 9 8 7 6 6 6 6 6 5 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0' 12 10 10 9 8 6.516 6 6 6 5.5 4.5 10 10 9 B 5 6 6 6 .5 5 45 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 T-0° 12 10 10 9 8.5 4 8 8 8 .5 4.5 4 10 10 9 5 3 6 6 6 5 4 3.5 72 10 10 7 J.5 - 6 6 6 S 4 J.5 8 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 B'-0' 12 10 1C 7.5 4.5 3 8 6 B 5 4 3.5 10 10 8 3.5 - 6 8 5 .5 3.5 3 12 10 10 4 - 8 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 72 12 11 9.5 12 12 1.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3S 3 12 10 9 4 - 6 6 4S 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 11.59.5 8.5 12 12 10 8 8.5 5.5 10'-0' 12 10 7.5,4 - - 6 6 5 4 3 - 12 110 8 3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - - 72 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 8 8 4.5- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 .4 - - - 6 5 - - - - 12 72 12 12 10 6.5 12 12 12 9.5 8 7 12 12 8 8.5 5.5 4.5 12'-0° 12 10 4S - - 6 6 12 10 3.5- - - 6 5 35- - - 72 10 - 1- - 8 15345- - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 54 13'-0° 12, 10 - - - - 6 6 - - - 12 70 - - - 6 4,5 - - - - 12 7.5 - 6 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 55 12 0.5 7 5.5 4.5 4 14'-0' 12 10 - - - 6 5.5 - - - - 12 7 - .5 4.5 - - - 12 7 - .5 - - - 6 3 - - - - 12 12 12 9.5 8 fi 12 12 9.5 .5 6 4S 12 9.5 6.5 5 4 315-0° 12 - - 6 - - - 12 - - - 5 - - - 12 - - 5 - - - - 1212 11 9 .5 5 12 12 8.5 7 6 4 12916'-0° 12 - - - - - - - 12 - - - - 5 - - - 1.5 5 - - - 6 - - - - - 12 12 10. 8S 6.5 4 12 12 8 6.5 5 J 11.5 .5 5.5 4.5 3.5 - 1 1 HV BLADE OR HV BLADE WJ �A HV WINDOW BLADE WORKING IN UNISON® •SEE UM AOONS OF 054 FOO ME ON SHEEr 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FL3.SUBSTRATE STALL CONSIST OF THE FOLLOWING:OOR OR SOLID WOOD SOFFIT SWOT BE AS FOLLOWS: -SOUTHERN PINE No.2 W/0 .55(N.D.S) -1/CRI TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDT W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EWrERN METAL SUPPLY. INC. BERTHA HVTM \11 111F7 Accordion Shutter System ...... IL CONt. A■SmSA, H.1/.MADE#, W/OR W/O H.V. 1MMGN BLADE �`Q':'• /�'. % American Shutter Systems IIEV.N OESCRIPOaN DATEDRAWN BY- M.L. `yam; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/1J/15 DATE 4/13/15 • nln an167 6355 N.W.36th.SL.Ste.309.VIRGINIA GARIIENS,FIAPoDA 3316 wm * jF C Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mall:Ulteca®aol.com West Palm Beach, FL 334.07 3 -0006719 15-085 ER a * SIPTEOF ;�` WALT ® TILLIT Jr.PZ4 FAL.� � E FLORIDA O`'®�'� 6 S 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & AA HV:® BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— OR INSTALLATIONS INTO WOOD WITH BLAbE 1ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. S. . DESIGN PRESSURE SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR S D. DESIGN ESU F0 I S L H LA & A ORKI G IN UNISON YAPCON WOH ADVANCEDIt THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING ) MM.SEPAPAlION III I I ) DR EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEEP 15) 7O GLASS SEE (SEE SCHEDULE ON SHEET 15) • 1/4'0-20x3/4"S.S.MACHINE ) Sp1mIAE ONSHEETI x SCREWS W/ 1/4`-20 NUTS �—11 FOR DIME(DAlm I ( OR e .O e 12"O.C. I ON SHEEP 19 FOR I I I Q EXISTING B BLADES O&(0 I a GLASSALL ---4 I III _ � s I r Z 1 OR 1 r 6 Fl NIS V-OPnoNAL ILI� WALL 11 0 I .•IXFINISH OR EXISTING MIN. I I =•+"' 1 ( 2'x4'WOOD I l I I EXISnNG MIN. .,-•HEADER REQUIRED 1 OR ®. 12`x4'WOODLd 1 I I 1/4"0 TAPCON OR TAPCON WITH ADVANCED EXISTING I WN.�pppATIC (I I HEADER REQUIRED 1 I TTiREADFORM TECHNOLOGY W/1 1/2' GLASS—•I TO GLASS(SEE I 1 1 Mh EXISTING ETRATIWOODOHEAF THREADED AREA TO 9 MIN.SEPARATION TO GLASS L—1SCHEDULEj E(DA I EXISTING P—(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEEP 15) ON SHEET 19 FOR I GULS" I 2'x4"CONT.SILL EIADES d)&.0 PLATE REQ'D. ®HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OO L INSTA L I I EXISTING I MIN.SEPARATION TO GLASS I I I (SEE SCHHEEOL.EOONTs&S1) I I ) G��p��, o--(SEE SCHEDULE ON SHEEr 11 2'x4'CO .tl MIN.SEPARATIDN TO GLASS I i i ) IXLSnNG �p ( ) EXISTING SEE SCHEDULE O 5 GLASS-� O I - I x GLASS—I I ( N HEEr 11) I , 0-20x3/4 5.5. WOOD PLA ` - . ReQ'D. I :<. I I 1/4'0I S.S I MACHINE SC 4USING 1/,4r--2 S UTSMACHINE SCREWS WI I I I WA1y I I 1/4"-20 NUTS® 12' B e 12'O.C. FINISH1 I I O.C. w AK ,• � DR 16OR -9 1 OR 15 um OR 2'x4•CONT. 0 IEQ O Q WOOD PLATE 1 -. rF REQ•D. 1"Min. N71/4-0 1'Min. N OR TAPCON WITH ADVANCED ORI® M TECHNOLOGY W/1 1/2" " ' ATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED ;'* SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2` ° 1/4'0 TAPCON OR [2--MOUNTING OTE: REQ'tl. (SEE SCHEDULE ON SHEET 15) ^i Min. PENETRATION OF THREADED A1/2 INTO PLYWOOD TAPCQN WITH ADVANCE. -SEE SHEEr 4 FOR TYPICAL _ (SEE SCHEDULE ON SHEEP 15) EXISTING MIN.2"x4' 1/2 MIN.CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH . STUDS® 16'O.C..MAX. PLYWOOD REQ'D. W/ 1/2"Min. PENETRATION OF SECTIONS CAN BE /2MIN.COX PLYWOOD REQ'O. WALL FINIS THREADED AREA INTO PLYWOODCOMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. bR HV WALL SILL INSTALLATION (STING MIN. 2'x4'STUDS® 16"G.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WINE" 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMAADONS OF U3^�E OF HV WALL SILL INSTALLATION F.B.C. BLADE 1(91 GN SHEEP 19 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM C O INC. Av S■ajA® Accordion Shutter System H.V. RADE#1 W/OR W/0 H.V. WINDOW RADE !,Q 7/�; American Shutter Systems EV.N 'DESCRIPLION DATE DRAWN BY: M.L. TICCIT TESTING & ENGINEERING COMPANY AggOClatlOnx Inc. f OLD 11-192 4/13/15 DATE: 4/13/15 `h" * 8355 N.W.38th.St.Sla.303.VIRGINIA WDENS.FLORCA 3318 a Phane:(305)871-1530.Fax:(305)871-1531 4268 Westro.ds Drive 2 DRAWING No e-mail:ttltaco®aol.com West Palm Beach, FL 33407 3 15-085 i�••• ®-01108719 %�,c'.• CORIOP•.'� WALTER A.TILL1r Jr.P.E. 4 FLORIDA Uc.111 44167 5 SHEET 6 . 16 OF 20 n I INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR , in Hy - & 1A) HV+. BLADEAPPLICABLE) MAX, SHUTTER SPAN L+ -Q-R- L— FOR INSTALLATIONS INTO WOOD WITH HV BEMEIn ONLY SHALL BE LIMITED TO 105.0p sf, A.S.D. SH ES PRESSURE RATING, SE EE T 19 FOR MAX WDLL nNISH ,-E 4*1 TAPCON II SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE(1)& 16) WORKING IN UNISON 1f4'0 P...WITH 4"xB" 2'MIN. f A ADVANCED (MIn.)EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. GE(IF APPLICABLE) OF WAREA TO THREADED PHILLIPS TRUSS HEAD DUSTING 1/2'Min.PENETRATION 1/4-0-20x3/4-S.S. STRUCTURAL ADEQUACY OF STING WOOD BEAM EXISTING WOOD HEADER TO BE CERTIFIED DY &15) ,r, MACHINE REGISTERED ENGINEER OR EXISTING WOOD (SEE SCHEDULE ON SH F W1 1j4'-20 NUTS ARCHITECT PRIOR To TRUSSES OR 19 FEQV 0 12'D.C. SHUTTER INSTALLATION. 1/2- RAFTER 024' REQUIRED 1 OR 1/4'0 TAPCON OR TAPCON WITH ADVANCED _��'<,ISTING SOFFIT .257" THREADFORM TECHNOLOGY C Mo.THK. Max. W/ 1 1/2'Min.PENETRATION 'x4-xI/8-CONT.ALUM.TUBE OF THREADED AREA To #14.3/,V' E -1 \�PIIONAL EXISTING WOOD HEADER, S.M.S.D.C. (6053-T6 ALL"W/ (SEE SCHEDULE On SHEET 15) CR OC or @ 9)c5H/""LAG s Ews To or @ or @ RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD EXISTING DOSING MIN 2`x4' IT M, MEMBER,(2'Min.NOMINAL GLASS---, HEADER REOb MIN.SEPARATION TO GLASS OPEN HOLE AT EACH WIDTH)W1 2"Min. PENETRATION OF THREADED (SEE SCHEDULE ON SHEET EXISTING STUD To GLASS ACCEPT 6. LAC;SCREW AREA VALID FOR AT OF TUBE. INSTALLATIONS WITH ZWMG -TT I MAX.A.S.D. DESIGN EXISTING HL/ WALL HEADER INSTALLATION TO DIM 9'`D"MAX. SPAN.THIS CLASS U70MOSAEPSAS W(ST INSTAUATION IS ONLY VALID FOR WOOD W/MIN.SPECIFIC I ON SLEET 19 Fm _(D OR I GRAVITY OF 0.50 AS DOUGLAS 1-SEE ETAP"TYPICAL SHUTTER ASSEMBLY UADESO&O ♦ FIR OR SOUTHERN PINE No.2 I OR ..V=. Tj."S CAN BE COMMNED OR EQUAL 1111 MY WAY TO SUIT MY INSIALUITON. T V CEILING IN4ZTAI I AT1n-- (U)HY. CEILING INST ELATION IDN To CIA%(SM ---OOR {SEE SEPARATION To GLASS -1 SCItVAE-ON SEPARATION 'SCHEDULE ON SHEET ii E FOR MADE040 EE s9 ON SHM 19 FOR To GLASS EXISTING 11RADESO&S (SEE SCHEDULE EXISTING XON I ON SHEET j 1) ANCHOR WALL I LOCATION FINISH I I4' I 318' ji� #10-3/4" 2"W MIN.WOOD @- 7 Hu Mo . -/a WASHER HEAD TEK DECK REQUIRED OR 27.6"MIN.WOOD SCREWS 0 12'c.c (NO FINISH DECK REQUIRED(No ALLOWED) FINISH LOW GE EDGE ALLOWED} DEECDK)-/ OF EDGE OF DECK 4S. CLAS 19 Q ,.a 3/ ff4 IF APPLICABLE r.9 DECK IF IF APPLICABLE 1, APPLICABLE 1/4-0 TAPCON OR 1 P.4 70 3"4,S.S. BS HEAD TAPCON WITH ADVANCED M"" MACHINE SCREWS 99 S CONT. THREADFORM TECHNOLOGY I/rO TAPCON OR TAPCON WITH ADVANCED LL P W/ 1/4-20 NUTS THREADFORM TECHNOLOGY W/f 1 11/21'1�Min. L-2-VMIN. R W/1 1/2'Min.PENETRATION Q 12'O�C. 1/4-0 TAPCON 09 TAPCON WITH ADVANCED THREAD RM MIM PENETRATION OF THREADED z. OF THREADED AREA TO TECHNOLOGY W/1 1/2-Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE U ONS OF USE FOR I (�)HY WALK-OVER INSTALLATION IJV HYNALL SILL, INSTALW19A BLADE T.SHEET 19 1 WO BY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A %, .. . ..:.rk @ 2015 EASTERN METAL SUPPLY, INC. 0vkrI ENS,*- "TIL E BERTHA HVTm co� C. Accordion Shutter System A.S.S.A. RV.BLADE#1 W1 OR W/O KV. VANDON BLADE TILILIT TESTING & butter Systems ENGINEERING COMPANY IEV.M, DESCRIPTION DATE DRAWN�BYM �L.15 DAM 4./1 A, a3m N.W.36th.St,Ste.305,VIRGINIA WOWS,FLORMA 3316f Assoclation. Inc I OLE) if-19Z 4/13/15 z(305)871-1530.Fax:(305)871 426ES Westroads Drill. -1531 2 —DRAWING No -=I,:tift-0001-av West Palm Beach, FL 33407 —3 EB-0006719 — 15-085 ""'k-,/ONAL VX ,'%N WALTER A.TIWT Jr.P.E. 4 fill, FORMA Usc.#44167 P.E. SEAMWURE/DATE -5 — SHEET 6 —.17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'x4'MIN.WOOD SNDS REO'G 2.4•MIN.WOOD 2•.4'MIN. �, STUDS REO'D. WOOD STUDS, 1/4•0 TAPOON (AS APPUCA5UQ \ / ANCHOR O 8.O.C. WOOD SFUDS \ / W t i/2'MIN. (AS APPUC{HIE) % STUDS OR W/Hit) 1. H� , F1NmL I/2'L'ENEIMnON 1\ ExIsnw cLA65 f f' PIYWV D 6 NO pY / \ 3 Ds EAST. EXISTING CLASS + EDOSONG GLASS 't / 1+ DUSTING GLASS / \ 1/2-N.COX .., /ED \\ UK SPNAIIO/ 1/ SEPARATION 2'MIN.COX ID TLCSS(SEE MN. IEtl E7}VQE SON SfEf Peri DOG. 'Ktr' •+'.\,. I n.. SUUDIAE aN SEET TO CSS(SFE 1/2•MIN.COX 'IO CLASS(sFE I/I8'.J' It FOR 9n<E mAFO Kc?`^1 11 FDRE CH mAlO 1/Y P ^ iii /aDE mA`ID Il FOR 9.'OE m/A® (N 9EET f9 FRt °• �� SCFEDIIE ai SRT PEM'OOD. ON STILT IO ERi (8067-TO)CONE. ..MH 1/2'MIR CDX R (DIT® ALIN.CLOSER PL1W000. 9ALF5 m&® WALL ON SHOT 19 FOR G 91FET 19 fOl 1 2'YIN. PLATE.(LOCATE 1/2 R,UyyE 0H6m�® a�m�� A7 EITHER 9 E IN I OF 4�) I .�1vEaAptP'at x'YNC /TOtf/2'S.M.S. - 01E O.C. /10.1/2 6MS 078 O.C. (BDs7-10 NOmLHF /T`"'SNS.ro(•�r 5 4 Iwx'ALL%AT t• �I�To sta:DETAIL x FD 1 OR®* o1Nm sDE 1 1 OR(W . SLOE CONNECTOR SEE OF ox FOR 1OR®� TO 1MC1(S SEEDETAIL CONNECTION� 4 ®^0.0]'06.0•®a .�v©•0]eQv�•®v SIDE CONNECTION a�.Q•Oj vOa�.®. 707WdIt5 ®^ Oa�®•®v 70 TRACKS �pv®v©•®a©.®. END CONNECTION DUAIL Q ®^®®a®® END CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECTION DETAIL IX5RN0 • RFAUI9E0 0101 fOR SPANS GRG]FR 1FIAN 12'-0' 2".+*MIN.WOOD /4.6 L.PCON ANCHORS sTu9s REG'G w/t t/z'FUR t/oro raPm1T ANcxG $imt�Y s.us. �FJOSRNG GlASS� Mw. 16 G F4NE1RAl10N O t1.O.G PENEIRATXIN 8 12'D.C. 1111 SASS(.N TD aAss(sE ♦ SEE LIM ATIONS OF USE FOR ,pL,9yA „ 1/2'YIN. 966D11IE ON SUET q 4 BLADE 1A ON SHEET 19 lit RR MAGE mNe) 11 OR 0/S�E27T N 91FF7 19 FORON FOR ----- . tl iQi ltU,OEmaU ----- 9A65mh + D - --- - 6 OROOR�Oft iy 5 xi 01 R 4OOR • 4.. ®�V'Qvs t •®v WALL fiNl91 '.4'4w.%W0• WNL, 'I�v© ©•®-®a P©Nyl.aL 2 s I�D�®-®•®.©•®a stuns REVD. FINISH ®®�®•®�®a ®®a© O•®-®®^®® ®a®®�® END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ' BERTHA HVTM \ A. / cENAccordion Shutter System a I L E C O INt. ■ ■ ® ■ H.V.BLADE#1 W/OR W/0 H.V. WND W BLADE �/I�13 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DFSCRIPTION DATE DRAWN BY: M.L. s TATE DF *= 8755 N.W.76th.SL,Ste.JOS,NRCINLI GARDENS,FLORIDA 3376 ASSOCtatiOn, Inc. f OLD 11-192 4/13/15 DATE: 4/13/15 •r��-` PhanO:(305)871-1530.5-:(305)871-1531 4268 Westroads�[4rive 2 DRAWING No " ••• e—mail:Olt-0aol.com �ORIDN..•�c( EB-0006719 West Palm Bench, FL 33407 3 15-085 ON•.••.. � WALTER F ORIOA u�s 44167 5 SHEET P.E. 3GA{( I, GM4YURE/DATE a 18 OF 20 GENERA LAQTA11QNSND��NDTTIONQj U;� FOR BFRTFLA UNISON ACCORDION OW H��SYSTEM WORKING IN ' I.MAX.A.&D.DESIGN PRESSURE RATING:+110,- 110 2.MAX.SHUTTER SPAN:96' 3ALLOWED z MOUNTINGS M.OUNBNGS&WON SHEN N BSHEETS C 7:AS WELL,AS O�/1cA C!O"C.% ONLY CE TERMATtS i (BOTH W/Ppo4 OR 2 ARE ALLOWED WITH t 1111 "�?J tA� MIZ BE NLY AT EKIIERIOR ACCESS SIDE OF OUT.IN CASE OF OP NC 16,R 0 TTEE EYP.FA.ENP • ♦ ♦ ♦ ♦ r ♦ • 5.(A)HV WINDOW BLADEi®SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3-0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS ALLOWED AT KY v°i ♦ ♦ ♦ • • • ♦ ♦ (8)MIN.CLEARANCEF7i0 TOP OR BOTIOM EDGE OF W WINDOW BU10E WINDOW BLADE OF ♦ OF ANY 3'0 HOLE FOR SKN1.BE 12'. �� r ♦ r , (C)Flll%%R BLADE COMING OUT FROM STARTERS AT ENDS MAY BE FIV WINDOW BLAB£ r (D)HV WINDOW BLADE 1@MUST BE USED ALTERNATE TO A SOLD TN BLADE THROUGHOUT SHUTTER'S WIDTH. i .i ♦ ♦ • ♦ ♦ ,� ♦ ♦ ♦ r ♦ BTH LADE 1 AT ETE5 ALWAYS TO INSTALLED ADJACENT A SOLI?NV OF TH SEE END 9.T 5 ' r Er • • 4 (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TAFACE CONNECTION DE7.AI • • • � $ ♦ ♦ ♦ ♦ ♦ ♦ r THE INTERIOR OF,THE OPENING 8 NO PROTECTED.W WINDOWBS`MUST BE 10 h 18 TYP. M ONLY INSTALLED AND LOCKED USING A HV SETTING 700L PROVIDED BY ASSA, FULL HEIGHT. V4, INC. 1 S yf &SEE ANCHOR SPACING SCHEDULE FOR INSTALUTioNs INTO WOOD FRAME E ryp P a �» BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). g 7.SEE ANCHOR SPACING SCHEDULE FOR INSIAU/@ONS INTO POURED CONCRETE OR CONCRETE BLOCK WALLON SHEETS 12&13 A=41S UMRED BY OV SPAN AND DESIGN LOAD(SEE NOTES i h 2 ABE). D (,� BOTTOM UIREMENTS) 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1998: H W GR�oR�+ WIND ZONE MIMMUtd SEPARATION TO CLASS NUMBED WI -- " t TNRi1 3 i' ELEVATION MIL SEFARQION TO CLASS EXISTING GLASS SLE SCHEDULE ON Sf1F>=T 11 FCR BIAOE(� 4 8.25' _ _ _ ____ .-^— AND ON THIS SUET FOR BlADtS Q&(A - EYP. --------- -----------^ =------- \-•--------- ---------1,1,70 5 i 1 \ i 4 TYP. SYMICAL CfBJTERMATES Wf 2 OR AND ��^•..,_ i Lwrsmc W/O (S NOTE 4 ABOVE) TYPICAL Cly HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE i SHUTTER* N.T.S. FLORIDA BUILDING CODE Non high Velocity Hurricane Zone A.IIrQ'*'♦'�'r ©2015 EASTERN b(ETAL SUPPLY.INC. .S1 yBERTHA H 9r TM °E _ fT-mEcAccordion Shutter System ® „N�. In In KV mADE#1 w/CR W/0 RV WINDOW RADE *; � American Shutter Systems TfLLiT TESTING do ENGINEERING COMPANY EV.N SA:RIPtI OEDN DATE DRAWN BY: M.L. o: STATE nC 6355 N.W.36th,SL.Ste,305,VIRGNIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DAT£ 4J73ft5 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 Xc.�.` e-mal:tilte-0001wm West Palm Beach, FL 33407 3 DRAWING No • iKt`s'S1•••••••• ��x~ WALTER A DLUr1 Jr.P.E. { 15085 P.E';IQZ ��,r�t1 ODATE FLORIDA U0.#44167 5 SHEET 6 19 OF 20 2.000-Me.. ,in INSTALLATIONS W/ HV BLADE & HV CENTERMATES 1 h in. Min.ASTM A-653 GRACE 40 METAL-STUDS s0.083- METAL STUDS AT 16 D.C. 43h INTO METAL STUD WALLS ®6'D.C. @ 40 41 1140o NOMINAL 1/2' .475 GENERAL LIMITA'nONS AND COND ITIONS OF USE ALUMINUM SLEEVE 4 a 12 TOR BERTHA(j)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 34-.6 1/4-x 0.035-THICK MIT.. NT. .STEEL TRACK CHANNEL a 6-D.C. ®6. r1t SYSTEM INSTALLATION TO METAL STUD WALLS AM A-65.3 O.C. GRADE 40 SEPARATION TO GLASS SCHEDULE 3.000' GALV.FASTENED'."'5'T-UGS W/(2)116x1/2•116x1/2•TEX SCREWS ON EXISTING FINISH 1- MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) .INTERIOR&EXTERIOR FACE I AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION T] LENGTH + 1" EXISTING GLASS--� MIN. GLASS SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO (SEE SCHEDULE) 43 1/4-0-20X3- BOLT 4. ONLY ENTERMATE 21 W/(24)HV LOCK ARE ALLOWED 1 THRU 3 MUST PENETRATE 1" WITH(21 ARRANGED Q A SYMMETRICAL LAYOUT. USE 0 (2)n35 (r LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3/4'.6 1/4*.0.035'THICK EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF373 Row.GALY.STEEL TRACK CHANNEL.1 AS APPLICABLE P7 ASTM A-653 GRADE 40 ft.G-60 I CENTERMATE. G4WMIIZED FASTENED TO SPUDS W1(2)16x1/2"TEK SCREWS ON 43cD3a TERIOR&EXTERIOR FACE I 0 6"D.C. 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR43C1/4"0 ELCID CONSTRUCTION /2 12 38 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAQ—LOK HD 1 1/2-.0.035-THICK "' FrVARIES Mtn.ASTM A-1153 GRADE 40 0 6" O.C. W'..G_60 GALV. COMPONENTS MqAL STUDS AT 16 STEELALL HEADER/SILL INSTALLATION E X 1111 NG FINISH AS APPUCA13LE SCALE: 3/8"= 1' A O.C.-C (".TOP&BOTTOM) ————————-- I 3/4"x 6 1/4"x 0.035THICK Min. EXISTINGGLASS ONT.GALV.STEELTRACK CHANNEL, -7-- d ASTM A-653 GRADE 40 Min.STUDS C-60 GALVAN QED FASTENED TO W/(2)16x1/2"TEK SCREWS ON MIN. SEPARATION:; INTERIOR&EXTERIOR FACE S WETRYCAL SYMMETRYCA 4,5a 4.5b 43c TO CENTERMATES W/ cuss 2' (SEE SCH U x. EXTERIOR ACCESS SIDE: ---—--------- 6"(T-.) IN3 j(6"Min.) L----------- ---------------- ---------- - —------------------------- -------- -—------- - - ----- ---- -- ----------- 21 t 2)42 2 LOCATED AT 12 HV HEADER/SILL ENDS VIEW Y 4 12 (6"Min.) SIDE CONNECTION TO TRACK (Cont.) 3 1/4"(Typ.)-6 1/2"(Typ-) y 7 1/2"MAX. SLACK BYA BYR BLADE SLACKQUALL AYE tLV - — C FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Systema 0 H.V.aADE#1 W/OR W/O H.V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV,M DESCRIPTION DATE DRAWN BY: M.L AssociatIon, Inc. I OLD 11-192 4/13/15 DATE. 4/13/15 qTAT nr Z 635SPH.W.3111h.SL,Ste.JOS,%4RCINIA GARDENS,FLORIDA 3316 Phone (305)871-1530*Fax (305)871-1531 4268 Westroads Drive 2 DRAWING No 0,<-, (QRIo —moil:Ult...ft— West Palm Beach, FL 33407 3 FB-0006719 —085 WALTER 4 15 A.TLUT J,P-E` p FLORIDA Uc.0 44167 5 SHEET WrN6DATE 6 20 OF 20