Loading...
HomeMy WebLinkAboutProduct Approval (2) i ' e oRegulation BCIS Home Login I User Registration Hot Topic Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map I Links I Search I, Florida -. Product Approval j I " nl roti USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail „q I FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved I Comments Archived ❑ I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407, (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com I Technical Representative I Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE 21 Validation Checklist-Hardcopy Received I, Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf i 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 i i Sections from the Code i, i' i I 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 i Summary of Products i FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions! Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC: DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test'Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R: DRWG.15-086.Ddf 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 W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm:protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.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 HV1 blade,8'-0"for+64,- 72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s,f.for metals stud mountings and 8'-0"for 110 p,s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (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.15-084.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next I 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 i 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: .l- ® ® ECfEd. M Credit Card Safe GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTFIM 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. C• C• T DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A amc WIND SPEED REQUIRED TABLE BV THE JURISDICTION WHERE SHUTTER WILL TABLE OF"'CONTENTS 1 S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.65,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER 7O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LQADS DETERMINED:PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA,1:.W:BLADES C)do QA BY MULTIPI.YING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.SD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THR1J 15, 19&2O. GENERAL NOTES SHEET 1 IN GILDER TO VERIFY THAT COMPONENTS AND ANCHORS ON,THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION-FACTOR CID-1,60-WAS USED FOR VERIFICATION_OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERSED IN ACCOI70ANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPIC SHUTTER ASSEMBLY 38-44 SHEET 4 -- ATL REPORTS: • TYPICAL WINDOW BLADE&WINDOW DETAIL -- -HV BLADE(D /0214.01-03,#0715.01-03,#1004.01-05,!1214.01-05,10317.02-06.#0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 ME)TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2• HV BLAS (7 AND FIV WINDOW BLADE hAl -- - -- - ---AND E-1996 STANDARDS(MISSILE,LEVEL-D,-WIND ZONES-1,2-&3).&11220.01-10 AS.PER TAS 201,203_!_203 PROTOCOLS-LARGE MISSILE •MERE APPLICABLE), -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND# D725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SLIM 6 2.W BLADEt0 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 3. BERTHA H.V.ACCORDION PINS(HN SCREWS).USED AT GLADES KNUCKLE AND-FOR OIREcT-MOUNT CONNECTION TO-TRACKS SHALL-BE-114x2.75•-AND'#14x1.75'-RESPECTIVELY,410-HT MINIMUM SERIES= CENTERMATE DEEMS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Ani YIELD STRENGTH AND 180 W TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COMING SYSTEM AS MANUFACTURED BY APPROVED - CENTERMATE ALTERNATING-DETAILS-HV - SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 Tai FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TU ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL.304 OR.316 NSI SERIES OR CORROSION RESISTANT COATED CAR86N STEEL AS PER DIN 5D018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k6l MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE=WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(J: 12.13.14,15 AND 20 INSTAL'1ATI0N DETAILS M-R,WOOD SHEET 16 HV BLADE 0&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET IS 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US. PATENT#6779,582.COMPONENTS of THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA.3:.HV WINDOW BLADE 6a'ONLY 9.R MALL 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 cONBNUWS 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 HURRIGME WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD AREA 4• HV WINDOW BLADE n ONLY CEMERMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. AR 11.SHUTTER LIANUFACTURER-S LABEL SHALL BE LOCATED ON A READILY VISBLE.LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LASEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LIBELING 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 N 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 ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le:WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PUR04SE 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 C014DMONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE-OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED NVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINETR 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 SHE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.F_D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF.THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity..Hurricane Zone P�•�E- T1�`�q'i B 2015 EASTERN METAL SUPPLY.INC;. �icfi ' . - BERTH `* H M Accordion Shutter Sy stem ILECO i , A S S A. Kv. MADE#1 W/CR WA TLV.WINDON BLADE American Shaffer $ySfemS 71Fk oESQUFIGN DATE DRAWN 6Y: 11.1. Wi TESTING & ENGINEERING COMPANY -gyp'•, F^TE OF *� r.+,N.W.3etA.sL,Stu.-vs.MRGnCA CWDENS. u-m sat 268 AssWe Iron, Inc. 1 OLD I1-192 4/13/15 DATE- 4/13/15 Phe:(305)671-1530.Fax:(305)671 1531 4268 Wcstroods Drive 2 �SH WING Na ' s F. -mo7rbl ecaDaa.eom West Palm Beach, FL 33407 s-- - _ 5-�8� /0NgL ENG����`�� WALTE,mAaTOLN71Jr.P.E ' ,MAIMED .TITAN FLORIDA tie.1 44167 3 .. ET P.E. SEAI-7Sy0TURE/DATF. e 1 OF 20 -3' f0R nvmON 9AM�A VARIES - ..1.491' .. a• 4r 's7e` o o Moa 1.918. L200' 0454' (l0) 4.J71 0 54• 4.365'_.��� L 0�� e 4.657' 4.999" _ 0 40'rr. 1 HV-UNIVERSAL FLOATER O HV SOLID BLADE .375" 0 HV 90'/180' STARTER(Im COVERED UNDER US PATENT # 5458179 gUALIFlED FOR USE W/ 14V BLADE QUALIFIED FORUSE W/ 1 A HV. WINDOW BLADE# 6005-T5 ALLOY AND TEMPER ®UA DIRECT MOUNT BLADE Q1 QUALIFIED FOR USE W/ HV 60 6063-T6 ALLOY AND TEMPER •SEE.LIMITATIONS OF USE OF BLADE ®ON SHEET 19BLADE.(1) 37. 6063-T6 ALLOY AND TEMPER _-_. .5.229_—, - 1.50D"-- 0 8063-I6 ALLOY ANNULI TEMPER 124' \") ._ 70" z.6_7_0 56• .994'- ,1. _.670' 142 ' - )2 o .. - �+ o > 0 815" .092' y�r. w $ O7 HV ADJ. ADAPTER J LIP 4.436• 12" G� 1.375 L '0072' ----- 0.0 .920 L. 3.226' _ - QUALIFIED- USE W/ HV �HV WALK-OVER TRACK __ 14 �HV W. FLOOR TRACK 6063.16BLADE Q QUALIFIED FOR USE W/ ITV 9 HV TRENCH TRACK - Ss" 3,750" ALLOY AND TEMPER BLADE q1 QUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE U ONLY. HV RAINGUARD BLADE O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER VARIESi,g36•— M1" 1.9Wo BLADE 1 M0. I VARIES-_1936' 6063-T6 ALLOY A D TEMPER --- o .063' 083" .100" '� .o -.083_ •q�,093• 0 `mo121C o m n .12 -060: � .093' _ ,4 .060' 1 670 1.686 I 0'11 870.' 'l� ..5 3.529 67Q '�y, 11 HV CEILING HEADER HV HEADER/SILL 13 HD CEILING HEADER/SILL -- OOKLIFIED FOR USE W/ HV BLADEP1 ONLY. QUALIFIED FOR USE W/ HV BLADE(TONL.Y 6063-T6 ALLOY AND ?EMPCR QUALIFIED FOR USE W/ HV BLADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID(T SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER T -- COMPONENT A 8 T1 T2 N% YFRJ.t 1' 1_2* _2' 0.125" rj7 _ 2- 5"MAX.I 1/8" 1/8' 3' 3' 0.090.• 762' S'MAX. 0.192' 0.192• -__-�__ �J SIDE ANGLES -" -"- --- — "-"" (EOCORNER POSTS QUALIFIED FOR USE W/ I IV ALUMINUM ANGLES r]9 z.s• 7'MO. ,0.190' 0.190• QUALIFIED FOR C7 W/ HV BLADE 01 QUALIFIED FOR USE W/ HV ------ -------- BLADE 1 6063-16 ALLOY AND TEMPER BLADE( ONLY. — 2" 5'MAX.j0.139- 0.131' 6063-T6 ALLOY AND TEMPER 6063-I6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone µN 011 9 2015 EASTERN METAL SUPPLY. INC. T'�.,,� BERTHA HVTM Q� '��r✓ENSF''9 IL E C O INS. A■S.S.A. Accordion Shutter System KV.S ADE#1 W/CR W/0 N.V. WINDOW BLADE *= American Shutter Systems REV.N. DrSCSFY10n DATE DRAWN Dr: M.L. *.t %l/.'�f,/N•- c TIWT TESTING & ENGINEERING COMPANY jOt Assoclatlon, Inc. I OLD 11-192 4/13/15 DAIS: x/13/15 STATE DF e4,` 6355 NW.>6t( 5)Sl°.305. .r-GDU GARDENS,1-153rLOFMA 371 4268 Westroods Drive z (305)871-1530.Fm (305)871-1631 ---------_—DRAWING NO p •�fCOR�� R� ER A Ee�o1o°D`o7ielFOm West Palm Beach, FL 33407 3 -'A'S'sI NAL " WALTT1LlR J,P.E. 4 — S—OSS P.E. ��1IfRk6M1Yi)�2E/DATE FLORIDA u<.p 44167 6 6 — SHEET 2 OF 20 4.660" .92 1/.�20.1/x- 20 -13c CAST 4.576' 745" 2w2g3w ---r-*- 0 334' FLAT WAD THI;E�� BOIS=POND. 20- .745' S.SMS. 11AXED PXWW E CAST HOLISM L-NAMM 'A" �D' (2 rAP 0. DAM PANTO yl _1o%S0JT1HN O .318 .062, �i 'M 875' ',BRASS Cn2d" BRASS BRASS C(12COR & (omwE (OFIRME FLATM) #1 HV CENTERMATE HV FLOATING CIENTERMATE J.32V 7 r HV LOCK HV EGRESSLOCK QUAUlnED FOR USE W/ HV BLADE 1O&g ONLY d2 02 6063-T6 ALLOY AND TEMPER OUAUfl6 FOR USE W/ HV BLADE()&Q)ON 3- .875" QUALIFIED,�OR USE W/ W QUALIFIED TOR USE W1 MV 1 1 ')& 6063-16 ALLOY AND TEMPER ONLY 12�) CENTERMATE E3LADEQ & @ ONLY. BLADE ©ONLY. 0 0250 09. VALIFIED OR USE W/ HV BLADE01 ONLY I- _. :t 18 SIR- 874' 6063nT6 ALLOY AND TEMPER PL4snc HEAD 0 f- 0 TO 1.756' .922' -4--045- 2SCREW __2_Q7a:_ 1.753' �MGLDE AFTERI LLRP&nNG BEFORE RfVEnNG 1/4"0-20 x 3/4a S.S. THUMBSCREW 11479-20 RIVNM L_Lj 8:1 "SOM 9444 AUJNNJM(2024-T3 AL(M V;ME FLANGE TNN 82 SHFET WITSon.PART f 0820.AS.MANUFACTURED By AVUEL MAN FRONT ELEVATION -4. eITARy TEXTORN,PAF7MPPDIY.PEW JERSEY 07054 OR EQUAL HY MALE �'T" LOCK CENTERMATE HV ALTERNATIVE LOCK # LOCKER FOR T7 1_0C1( CENTERMATEQUALIFIED FOR USE W/ HV BLADEQ)ONLY ALE �'�- Lkk CENTERMATE HV "T. LOCK QUALIFIED FOR USE W/ HV HV FE QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER OUAIJAED FOR USE W/ HV BLADE MONLY W/HV BLADEQ01 ONLY. BLADE 0 ONLY. QUALIFIED FOR USE W/ HV BLADEOONILY 6063-T6 ALLOY AND TEMPEV 6063-T6 ALLOY AND TEMPER 1.917 3.161 10 CYLINDER OR 3' m .063 2' KEY CrUNDER. .214' .214' 0.875'Min. 6 .125' 0 q HD CENTERMATE W/ NO LOCKIMG ROD HD CENTERMATE W/ LDCKING ROD 16 6 16 0 QUALIFIED FOR USE W1 HV BLADE Q)& OA QUALIFIED FOR USE W/ HV BLADE Q)&UA I-q 6063-T6 ALLOY AND TEMPER HD QtNTERMAtE'S INSERT 10 T — �',4-. 4r. —9 VARIES. r6�3�T(5 ALLOY AND TEMPER OUALIFIED FOR USE W/ HV BLADEW& 0 12"MIN. 6063-T6 ALLOY AND TEMPER THUMBIURN 0, 1 Th 1/4'0-20 S.S.OR 3/8-0-16 _j —ACETAL THUMBSCREWS. 1:1/2 CYLINDER L (SEF MAILS) Do OR KLY CYLINDER 1-5 Min. 78'Max..78' LOCKING RODA 714/4-0 f L L,375-0 HI) LOCK QUALIFIED FOR USE W/ HV BLADE(D120 AISI 304 13Y REGENT HARDWARE MGfRRSE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-T6 ALLOY AND TEMPER V HV 3/6!0_—J6 ACETAL ZN 05 INSTALLATION WILL REQUIRE A 7/16" HOLE R SERIES S.S. THUMBSCREWS tILIALIFIFI) FOR USE W1 HV BLADE I(D& (A) DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED.THUFQMBSC My BLADE 10 QUALIFIED FOR USE W/ W BLADE 10 FLORIDA BUILDING C ODE(Non High Velocity Hurricane Zorie, 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVIM 7E_C707,N 7c Accordion Shutter System IL A.S.&A. KV. UAIDE#1 W/OR W/O KV WINDOW BIAX American Shutter Systems REV.Be DESCRIWI10H _ GATE DRAWN BY. %LL T TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DAM 4/13/15 TILLJ ISMSN.W.36M.St.Se.305,�WDM, qpRUA.1310( 4268 Westroads Drive 2 Phone:(305)8 I-IM.Fox:(305)871-1531 West Palm --DRAWING No --I: Beach. FL 33407 3 15-085 SION"" WAL LE-0008719 —4 01,011811 11% IS�TO UY Jr.P.E. loll FLORIDA Lk.111 44167 SHEET P.E. SEAL/SIGNATURE/PATE 6 3 .OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M, HV 41 ® 3/8"m 12 ©[ADEItr _ 9625' FIV BLADE 1 EDCE 1q te7s n aeac. -4�- 1 ® I tg3l� i I (HV WINDOW BLADE .0625'r 5 .0675 .0625' HV BLADE 1A - ---J-- `' I •€ BLADE'S - -0 OPENIN -7875" Y HV LONG RECESSED NYLON BUSHING 9 I F a 1 KNUUC�K' •0625-' 00675 - --- —- ®_ HV SHORT RECESSED NYLON BUSHING ® NYLON HAT WASHER .1 OR ® N I Fur PORTIONHV _ I R1.Z5�p/DWOR .. 3 50* . Q HV WHEEL CARRIAGE AISI 302-303 SERIES I I `r.49 I' 40 I I n I 11-2./8iSO' X - - - -- - - l L �_ -- #1:870'x3/16" THICK NYLON 44 -'WHEEL. -- - --_-- 3--- I - - I ---�= - --- . -_ _ _ - _N._-.-2 7/8'MIN..i. NV VAN0014 1- 131sm 1 - - - -- 0.188"0 AISI 302 SERIES S.S. RIVETS -'- ( ; I SEPnr+AnoN '- - ----- 03 #13.7500' -- __--- - . .. I _fl BETWEEN .0625' 0625' . ® HV 1 3/4" ACCORDION PIN W/ 58 HEAD * E)CfERIOR -�i�' I o oP&EN�wcS oN 5 31°ERS;ccnaLc_Y I - HV 2 3/4" ACCORDION PIN W/ g8 HEAD * .. I. yl -'I 41 _ 477" _ 4 1p --- i- -- -- -24' ��+ ® POLYCATiBONATE CLEAR IMPACT RESISTANT HV WINDOW I I; (eM'EEN TYPICAL HV WINDOW BLADE I�_A AND ' POLYCARBONATE.HV -WINDOW DETAIL _ � ® OR ® 4 or 3 .. 7' EE(I)OR FOR REOUIREMENTS) i @OR ® j j f rINNOVAT)VF QN_ATE IMPACT RESISTANT HY WINDOW j I I K.ROLON 3103 POLYCARBONATE i !I CUEP W-STABILIZED GRADE OR SABIC Y --- J -I '1ToMriADE BO M PLASTIC LEXAN 103 RESIN ly PIN BEQUIREMENTS AT EXTERIOR BLADE KNUCKLE EOR _. l I I E "F" ON SHEET 19). HV Q)HV �o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR � � ! i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ! I ! POLYCARBORATE SOURCES FOR 44 HV O BLADE. TICAL SHUTTER ASSEMBLY i EXTERIOR RE9:r TYP.GL PRWMIES STANDM � HV PIN f2 OR 4 AT (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT EXT w1' BLADE'S KNUCKLE. EIlifdL• EXTERIOR BO'T10M KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O ¢0.324' * ��wM ,.Stu msz o.o.a wl" 0.043 mom' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 4v (sEREQUIR FOR wL q...,� REQUIREMENTS) •TMP- !I o I .TEJISiIE TIE1D SIiRNG1N ASTM 0039 9.490 Pa+. 9,500,Pa.t I: 'flf3f1 M SlIR1GIN Al YIELD ASTM DT90 12300'-L 13..00 p (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O ,�' I I Iii nixl6MLMODULUS Asn 0790 xg0001+vJ. 3u.9mP.d. $HALL BOE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, > Ili I I DeaeD SHEET U ! ! NOICMEO mo ASTM Dew 1e Pr-mom n om n-m I W EEL CARRIAGE DETAIL sMa6E oeam Am Da. 47. x 6..5 x MAX p,•, ASSEMBLY LAYOUT RATE 9F 0Umm1G A61M osis c-1 c G-1 CLASS N.7.5. SELF 1G10T19N ASM 01909 Im T 960 T Am G13.S TENSur SIPL7IGTH A"M NCAn1ERM AS1M 610 9300 P. . 9990 Pal. (1) HY BLADE SOLID & fA BY WINDOW BLADE DETAILS IFNSIIESTRM060K .rAUC19NG AM.639 0.61Pa1. 69mral. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . .. .. .. .. ``S!�'`ER A.•T/t`//'' .Cd 2015 EASTERN METAL SUPPLY.INC. . . v`C�N ' BERTHA H TM A S S Accordion Shutter System -1 '\ . . . I L E.0 O N C. . KV.BLADE#1 W/OR W/O KV.WINDOW BLADE r American Shutter Systems Y EV.W DESCRIPTION DATE. 'MAN fir: M.L TILLIT TESTING k ENGINEERING COMPANY '� Association. Inc. 1 OLD 11-192 4/13/15 CALL 4%13/15 ATE DE 6353 N.A.J6U,.SL,St 305.YACwA CAFMCM.f1GR91A 331 S�•• Piwno:(305)871-15 .Fax:(305)871-1571 4268 Westroods Drive 2 ]0 DRAWING ND '(C'•. ORION .'c�4c• -Proa mts�oPam11, - West Palm Beach, FL 33407 --3 - 15-085 ss/ONAL EN0;,.` Wkh®�LLIT J"P.E s SHEET P.E. ++1-91 "l��URE/DATE FLORIDA Li..p A4167 6 4 OF 20 0.0.m 6 ° o m Y N 3 T u :71 *NOTES ON HV LOCKS AND CENTERMATES: 9 f �,•Q�"�•�"� I. MANDATDRY CONDITIONL-ONE HV LOCK or®SHALL BE USED AT 1/2 OF sHURER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW ff2 OF SHUTTER SPAN FOR SPANS UP TO 105'•AND FOR INST TIONS AT ANY ELEVATION. HV LOCK or�4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 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. o� '" I '" 2. •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO MN LOCKS�9 ; OR (!§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ' - r OR SHALL BE AS INDICATED ON NOTE(1)ABOVE 1 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL-SHUTTER ELEVATION. nye-1n0 3. OP110N.A1 CONDITION j l)ONLY WHEN MANpMRY CONDITION #I OR LMQ MMIDA77)Rtf CONDITION I USED HV L )• RODS ARE NOT REQUIRED Ai URRICANE POSITION, BUT MAY - - _. /2 S W/TWO _ OCKS. LOCKING F�4`ore SbA oa 9—C4� -- - - 4° - - BE USED IF DESIRED-TO ENHANCE SHUTTER-PERF_O MANCE LOCKING RODS _OR_AN ALTERNATIVE.DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CDNDTi10N f2 ONE HV LOCK 0 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ _ o AND INSTALLATIONS AT ANY FOETATION. HV LOCK(� or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. U ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS HDC-NVC AT TOP & BOTTOM SHALL BE USED:.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHORTER ELEVATION. 96 � r I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5Flkff ALMMTE TO MANDATORY CONDITION 0 1=0 A/MMINIETRICAL CEN71MMATES Q, ' BRf.'.Q 33 ONE ALTERNATE HV LOCK'�D MAY BE�USEDIN LEU OF HY LOCK�$ar; FOR ANY,SPAN AND - i i YiE INST TIONS AT ANY ELEVATION.ALTERNATE LOCK�.MAY F3E USED AS AN WSIOE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S:THUMBSCREW TO @1 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUi AS SHOWN ON SECTION WF- SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION JA FOR KEYSTONEMOUNTING INSTALLATIONS: ONE HV LOCK 0 or I&or @ SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP k It TO 96',AND FOR INSTALLATIONS tAT ANY ELEVATION. HV LOCK f3 or 0 or @ MAY BE USED AS AN INSIDE OR L4 OUTSIDE LOCK,ATTACHED TO y or 9�SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS P�W/ CONNECTION OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f E N I J K L Y P D ■ V W x SHEETS 10 h 16 M. FULL " *NOTES.ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER1. SECOND -' - - ..uNwnrm urmN. ------ � - --- ALTI3ULATI"TO ATD L•� RY CONDITION m ION a1 V Y FOR HV T'Iarx 3a MIO MALES QA AND CEN TERMATE ONE ALTERNATE HV 'T'LOCK 30 MAY BE INSTALLED:IN UEU OF HV LOCKS Zj)OR V5 FOR ANY SPAN AND / � �,. INbTALLATION AT ANY ELEVATION: ALTViNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 a@ oR 6�• 7 w(8 a"10 w � �� OF LOCK 0 INCLUDES USING REINFORCING LOCKER� AS SHOWN ON SECTION FIVG, SHEEP 9,WHICH MUST BE ��,\J�'l'J•j-3 17•l�j on CONNECTED TO CENTERMATES 'AND q�41 W/ 1/4'0-20 x 1 1/2• LONG S.S.THREADED BOLT W/7/8'0 x J/3Y GO•© O O• WBJGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4.0. 5/8'RIVNUT.L CK MAY BE INSTALLED AT MIDSPAN OR 12- OD 7 on 6 7 1 °P MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. ' +�«R(D'@8-rad-�7 m (a�•`e)�R 1(9)-0)-Cj•@5"•(P-( *NOTES QN HD LOCKS & CENTERMATES: 1.Nig' ,�HD CEMIERYATFS(M QR(3W/[g : ONE ALTERNATE HO LOCK(3) MAYBE USED IN UEU OF TYPICAL T) HV BLADE SHUTTER ELEVATION HV LOCKS L2 OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE PO LOCK�R MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK S0 TO @ IS W/3 e8 x 3/8'F.H.S.S.M.S,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND MLX:-NVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COUPLETELY OPTIONAL FLORIDA BUI ING CODE( on HigFVelocity Hurricane one 0 2015 EASTERN METAL SUPPLY.INC. ENSF' �9=; BERTHA HVTM Accordion Shutter System A.S.S.A■ H.v.BLnoE#1 W/CR w/o H.v. vnrrooW BADE American Shutter Systems REV. DESCRIPTION DATE DRAWN NY YA. ` = TIWT TESTING & ENGINEERING COMPANY 'O STATEN :'Q 6155 N.1Y.SeN.SE,51e.SDs,w+cc+u G•7mO15.ltna¢+331Association, Inc. , OLD i t-192 +/13/16 DATE- 4/13/15 Phone:(305)671-1530.Fox:(305)971-1531 4268 Westroads Drive 2 DRAWING No a a:cnerooam... West Palm Beach, FL 33407 3 ® =0"06719 15-085 '4q�S/ONAL�N�:%,`� WRo w Lc 9+167 5 SHEET P.E. SEAOMINt111)RE/DATE 6 5 OF 20 I--CONCRETE ANCHORS POURED CONCRETE POURED SEE SCHEDULE ON OR CONCRETE BLOCK 1 4'P-20x3/4'S.S. POURED CONCRETE- (" REQUIRED / CONCRETE REOUIREO SHEET 13) CONCRETE ANCHORS YACWNE SCREWS RF.OUIRED !DR (SEE SCFIEDULE ON W/1/4•-20 CONCRETE ANCHORS ) 17 ,8 &IIR ONE(`CE MOUNTING TUI ON SHEET 7) SHEET 13) tILRS D 12'O.C. (SEE SCHEDULE ON SHEET 13 IV/ 1 M n. 2 OR® Min. 1/4'0-20x3/4'S.S. - EO EO"- MACHINE SCREWS EO -f USING 1/4'-20 NUIS 1/ z- r--- ® 12'O.C. _--0 OR 5 _ —O3 oa 15 ♦ .250'Max. I --- 13 E.o. -- l E. D _!! I 1 .250'Max. p/ ' Max. OPTIONAL j PTIDNAL i _ I 1 M DASSM _ — __—_ __—____-___!_ __ _.__—._ _ _ — __ -__ L.I�EON 9 MADE 9 , OR .- _ i ! __ — _ _ IXISTING _.MIN.SEPARA"RON-TO-GLASS IXISRRC w veli 19 FOR ! ! ® I -" -Q GLASS (SEE SCHEDULE ON SHEET 11)! - BUDESIDw� i MIN.SEPARATION TO GLASS - G'��>—+ (SEE SCHEDULE ON SHEET 11) �A HV WALL HEADER INSTALLATION aAss U HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE IXISTING -. A MIN.SEPARATION TO GL/SS G��--� Nx N9tTla 1 QR i ! --- ! IXSONG_ (SEE SCHEDULE ON SHEET 11) 1 maws(s¢ ! ! -� ® MIN.SEPARATION TO CLASS CUSS ;aD]UL aN 9aii I i(SEE SCHEDULE ON SHEET 11) I 11 FOR RACE VNIC ON 9 ..T 19 PR 1' I • I 1 �-OPTIONAL O.Am0s� LI EXISTING IrFE( - i II III \ I i E ♦ Max. 1,1 I I I 1/4'Max. OPTIONAL r - —,3 ,5 D. fll- / .i _ ZJ �s / I I I� I �' I L/z' E-lL♦ F13 OR Q / E0J EO Min 12 OR 14 L - -- _..1/4'o-20x3/4'S.S. CONCRETE ANCHORS -TRUSS HEAD MACHINE SCREWS PHILLIPS TRUSS HEAD 1 1/M1'a-T.Ox3/4•S.S. PHILLIPS I l__ PACTGME SCREWS USING _._.. _. CONCRETE AnalaRs /-/-J 17 18 ,/4'-z0 NUTS® 12'O.C. ,"(SEE SCHEDULE ON W/ 1/4•-20 NUTS o 12'O.C. (SEE SCHEDULE ON SHEET 13) J Min. POURED CONCRETECK SHEET 13) POURED CONCRETE 111/// OR CONCRETE BLOCK OR CONCRETE BLOCK — 'A /'-'- CRETE ANCHORS REQUIRED WALL.REQUIRED D HV WALL SILL INSTALLATION / (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION 1,0,T FaN GDMBINATIDH OF SEGRONS: INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER ♦E b. =EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOH C1� HV BLADE 2- YOUNDNG SECTIONS CAN RE CONDINED (SEE SPECIRrATIONS ON SHEET I]) BLADE to ON SHEEr 19 IN ANY WAY 10 SUR ANY INSTAUADON. FLORDA BUILDING CODE(Non High Velocity Hurricane Zone ..:..14C/l'A., .. m 2015 EASTERN METAL SUPPLY. INC. P. BERTHA HVT;A •��: �\CENSF ��' A S S A Accordion Shutter System _ - = LTI _TEC C O INC. . . . . f{y,RADE 01 w/OR w/0 RV.WINDUV BLADE American Shutter Systems oLscwlmON DATE-- DRAWN OY: M.L. .o: = TIWT TESTING & ENGINEERING COMPANY `S AT OF Association, Inc. I LET 11-192 4/13/15 DATF; 4/13/15 9.• e]]N.W.T4R SL.St.JW.VRGM WN TK.f16Ra 3]t �� 4268 Westroods Drive z Plwae:(305)571-1530.Fax:(3os)e71-15]1 DRAWING No a 0:9eaeoaaal.aaa West Poim Beach, FL 33407 s FSS. .•••..'NGS EB-0006719 15-085 i,,,BONA 1 ���`�` WALTER A DLLR Jr.P.F.. 4 SHEET FLORIDA Uc.(1 44107 P.E. SEAt.yg«NATURE/DATE s 6 OF 20 CONCRETE ANCHORS IaW gy,N, I POURED -- { 1 OR ��t• i 1 i us TO a�'� .� CONCRETE (SEE SCHEDULE ON 5110ET IJ) I To 0x55(SOE + I IXISTING I 1. REQUIRED 1_ EDGE OF -{SMIEDLUE'I ao ADCm 011 3W ' GLASS--i � � +s i(5w9sd�l�!Ilj On > .0. AF'PIICABLE EXISTING R''�W GLASS ON ) I 1 { ALTERNATE I I I I I EXISTINGA ' y - { ANCHOR I I I I 11 11 GLASS I I + { LOCATION i i i i1 +1®10x3/4•HEX WASHER HEAD 11 oR 1 3 OR 15 3/a xm. TEK SCREWS 0 12'O.C: EDGE OF ..CONCRETE ANCHORS S LAB IF I 7 I (SEE SCHEDULE ON Slim 13) E + APPUCABLE { EOGC OF OUSTING { 1' [ME Or—_I .. I I I _ _ SLA9 IF 6. GLASS— SAB IF I /1/2 -1 LDGE OF APPLICABLE _ . i MN D IF APPLICABLE - APPLICABLE POUR P -j FIAT F:EAD CONCRETE ANCHORS TO a�(S / /Q. D'� � E SCHEDULE ON SHEET ) E.O. REQUI SOFAIE ON 4QT- ___--_ __ _ _ CONCREfC (SE 14 i 11-FOR PUM7. _____ PoURm= -____. REQUIRED _ _.FLAT HEAD CONCRETE ANCHCRS ON STET 19 Flli 1 GR 0 CONCRETE - - ; RNES(Dae REWIRED ---E. D.'—= - ---E.O.e=' (SEE SCHEDULE ON S'JiEET 14) - -I� .TRENCH INSTALLATION - - - VALID ONLY FOR UP TO 470. -75 PSF A-S.D. (V HV —O ER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (G) FAV CEILING INSTALLATION ® HV FLOOR INSTALLATION t SCHEDULE ya, SHEET 11 CONCRETE ANCHORS _ (SEE SCHEDULE ON / an seen+O I 1 .I. I m wts SHEET 15) '/4� IDJNFSD BAPN3ADFOFOd _ IXISTING ' fsl>:snanuc ' olltys EXISTING- '{ ImA srvsmN ro aAs ON n) 1 I F](JSTINL G-; -_ _ FASTE �+/Ann10 W/ MAX GLASS CLASS �(�sa®IAc ON ++1 - LIJ I n.srswwnw ro I 1 3/s'MN.t1DmxENT o 6' ` 'i "'�l4L sr»vMY ON ++) III D•COC UP TO 6'L-O"SPWl AND FOR SPAM 1AROO1 TIM 1�1 1.1 I l +1 1/4" 1 fi'-O't!P TO a'-0•AIAX.APRY SE/LJ"AT E\9i!F/S7FNEV 1iAD rMAX. (m.)(5¢nmE M w s¢r 1t L_.-_ t/2 D'e I I x 1 -11 WASHER4V HEAD E _ UWTArtCNS FOR -3/0 _ ..__.`✓AX. { "' Iyx i i TER SCREYr I I COW. e` __( #14x3/4' HEX HEAD I I ,• 1 3 8• �0 17.O.C. ® I i 1 'r♦: / I r_ / f 8• 1 1 1 1 — • G3• 1/4.1-26x3/S"$S 11$ TFK SCREWS 0 9•D.C. /-0714x3 4"S.D.S. CONCRETE ANCHORS _ _ 6. 7 C•J/ / i i +1 i/•J i.. -JmNc+/a•e-zo mrts OR 1/4.0-20 S.S.M.S. i 1 I O _/ .O 9'O.C. -- Max. �. ,• u 17 O.C. SEF.SCHEDUIC ON �, - \Y/NUT 1D 9�U.C. + ( n .... ' '.•• DOSTCIC NON SnIlMRAL 1 SHEET 14) _.__ L 2.00 MIN. WALL TRW(DECORATIVE 1/2• _� 1 17 18 qEDGE SLAB IFF 1 \ j14xS/4•F.H.S.D.S. - POURED CONCRET1 7/8• 1 7/8 APPLICABLE ._Y ` CONGiETE A4CHORS SEE NOTE 13(b) 9.O.C. REOURWPOURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEENOTE 13 b.D:-- ---- --- -- OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ONSHEETO --_ OR CONCRETE BLOCK — '----- REQUIRED REQUIRED 0MKEYSTONE MOUNTING INSTALLoTION OPTIONAL CAOREIT--' CK, HV WALL FLOOR INSTALLATION L HV WALL WALK—OVER INSTALLATION C:) MiWWUM ASD.DESIGN P8._.O.RE:e84.-72 p+T RCQUIRCD / MAXAIUtl SINnNJ SPAN 0'-0" U V GUARD INSTALLATION t t1QT> NOTE FOR cOMBINA o OF 5 cIIONS: ♦ t THISINSTALLATION WHIEN PERFORMED E.D. a EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE IIMRATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEGFJCATION5 ON SHEET I3) OR ENTRANCE BLADE lA ON SHEET 19 INSTALLATION DETAILS W/ ) HV BLADE ASSEMBLY IN AMI°WAY TO SUIT AArNY IINN'STAALLLATION. m FLORIDA BUILDING CODE.(Non Nigh Vefocit Hurricone Zone k'izc/lA�, ({)2015 EASTERN METAL.SUPPLY:INC. BERTHA HV CENAccordion Shutter System —707,m stemON� cRV. aaE1 w/OR W10 KV. gNCav aADE�7LTE7C A■ S A■ *; /➢wj�iJ *E American Shutter Systems REV.W DESCRIPTION DATE- DRAWN Br: ML TINT TESTING & ENGINEERING COMPANY ti'•_ TATE Of 5155 H.V.SEN.R.,Ste.SW,Y.NPMA GRDENS,FI OREN JJI Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 .'LG+ Pnona (305)87+-15]0.Fox:(305)871-1531 4268 Westrocds Drive 2 DRAWING No e �LJR o9ot.�o West Palm ©each, FL 33407 3 15-085_ A'4A S�UNAL,-\\�`� WALTER A TILLIT JL P.F. 4 A/ „ F CPIDA Ur.. 44+67 5 SHEET I?.E. Sk781d'UA�URE/DAIS 9 6 7 OF 20 SEE END WALLC C O I OSI GN LOCKING RODS D,RV LOCKS20 or(2) OUT 90 IN EXISTING GLASS INSTALLATIONS W/ 1 HV **ANO ALTERNATE 11V LOCK 0O SHEET S. BLADE SUCK DUAL IhF IS VALID FOR ALL i BLADE W/ HV CENTERMATES L't7aERMAfES APPUCAnON WITH BLADE 1o SR SEE.END.WALT. CONNECTION 10•�«©,�©«®"' EXISnNG CUSS DETAILS ON SHEETS 10'& 101S J 2'x2-x2 -2 i ®,®m O•Q3 ce 19*®5 _ 31/4- 7� _- ---_ 7" - 6 1/2 - _.. (6003-TO ALLOY)ALUM. OPPo51 1NQ SYMMETRYCAL ANGLE W/(2) 1/4'o TAPOON 1/2' ce©• ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MIN.SEPARATK)N (TOP/BOTTOM)'k _ .. `10x3/4'S.N.S.O 12- - — -(4)81on/2'-s:M:S.-IO TUBE ------- -- V --o.c,T11u.�Enc1rt..---_--- __—_-- ._ -- _ _ W/ H *LOCK 5* W/SIV LOCK or SEE s° w ! \ ----�--- --- -`- - `7 - ----- ---- ---- —I N- - -- �-I -_--- -3 c: St-- ATAT EACH AN (I'P) J II ON SHEET il)_ 5 5 L. 3 ®m® m® 1 a®�RQ•Q�Q to Q� 0 2 ~�m HB LOU Vm ® HVC HVA ©au®ce©•Oa®cel0•®eA -PO RED CONCRETE OR EXISTING GLASS CONCRETE DLOCK WALL 6 7 H 6 7 cel m m l ca REQ ED sRNc fl ®"�'®�O•@ai SYMMETRICAL �N �' 7Q'©"�'�'®" CRSS * MIN.SEPARATION (rQ( 8 •®aR 19�Q3 w 1®•Q5 \EXISTIN Q CENTERMATES ©•®�t©•Qe a+®•Q7 P+ TO GLAss , 'CUSS - * (SEE SCHEDULE \_/1 W/_.HV OCK 6 pflTF32TOR) ®• QPONAL ' '.� oN sRFtr t t) / I MIN. SEPARATION ®m ®- --- --- TO GRASS rn©'® ___ _ _-.._ (SFE SCMEllULE N OPTIONAL ---- -- ONSHEETII) .(INTERIOR) -___ ___ 1 I .0 U T_. _ ---- _ + �C/RLIE / (D- J 1 ANCHORS AI' f 16'O.C. � I -;------���-- - ®ce ® * . 3 VARIES / I r - - -' -- I �l � -- 9 -- -*® m .. �* 2 0 NoFoUT —. F � 6 1/2"MAX. SLACK - OUT �— * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non Higti Velocity Hurricane Zone IgNllllllHhl/III O 2015 EASTERN METAL SUPPLY,INC. ?A:j.<</T� BERTHA HVTM y�cEA S S A Accordion Shutter System '�LECO N�-, . . . . H.V.BLADE#1 W/OR W/0 FAV.WNDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.W - DESCRIPTION DATE DRAWN:BVi M.L. 0355 W.30N.SI,Ste.3 .VIRGTNA WADERS.ELORZA 331 N. Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF Q = 4268 Westroads Drive 2 Phone:(305)871-1530.Fax o(305)871-1531 DRAWING No .—II:tilt..C..Loom West Palm Beach, FL 33407 3 :��Fis FSO R10P ���'a WALTEREa-0.OTl671LIT Jr.PE. B - s15-085 �085 II s/0 `� . FLOARA Lie.0 44167 P.E. KCAL ANA `�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK. 0 . V MA E F ALE ".T" LOCKS CENTER AT 8 9 & LOCKERS HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 a ie INSTALLATION n HV BLADE OUT IN '1L G A� tiIDEm6VLK DETNL M,r.HITAIFD rL>z VW/ HD CENTERMATES AS WELL AS UNvERSAL FLOAfMG SLAM0DETAUL HSIU-NVD O7 m �-0TH KMCATED ON THIS SHEET.DAY>¢vsTv w,H T/as aTrRmk SEE END WALL CONNECTION---� IraTaunoN DErAn.INc v+owN IN nas 10• -- - - -- -- - DETAILS ON SHEEffi 10 h 18 AHGLE r11.1%., — J AN o tunas-�c (DP�WNAt) -- (4VIMI/3'sus ro nwE j hD.3/a•sus 0,z• -- --- w EACH NA1E(*n)� 0C FML UINGHT. # I N (4)H.V. FTN] (4)HY. 30 HV "T" -_-_ PINS(7w.J 7]/P PLNS,(TYP.J ! LSTz mu g �I 3 LOCK (INSIDE) -- i - -- - - -- - — . — - - - —1 _ - - — — — 5 -o- 2B __--- - ' z]/6• 5/r / OUT 31 DR 32 133 3,Da 32 31 oR 32 31 oR S(�2 © � 35* 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. -- (Lwncl,nL) *SCC NOTE 6 rOR HV LOCK® # W/ 7/8"0 x 3/32" WINGNUT. (wMNAL)HDB-HVB OUT HDC-HVC r LOCK.ON SHEET S. MZIETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES W1�` LOCK (ExT�R10$2W/ a.4�—�IyT RIOR t SoaES s444 ALUWNIIU HVG* 2024-13 NLOY)LARGE RANGE L/GH ®m©•O]�m�O 6HFET NUTSERT,PART I U6]O. @-0-0-0-0- AS MANUFACTURED BY AVDLL 00M 77750101 PAMLIPPCN,'.NCte Jf:RSEY -- / ©•O•©w©•O•®m -- -- © *SEE tams ri OCJO C RO 5 6 0 O'O Gn 947(5 mr ..iQ (J Gw .ItO+nnc DUDOona Kw-N.D M win,m Au crN,uAUAss N3WApH5 vTH aAOE O HDD=HVDes FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `` ��R p..T�<</�AA�i' @2015 EASTERN METAL SUPPLY, INC. 'o!?; ��cENSF' '9' BERTHA HV;N o 'IIL EC O INS. A.S,S,A, Accordion Shutter System ItV. aaDE#1 W/OR w/o H.V.WNDOW MADE k= American Shutter $ stems 7 TICCIT TESTING & ENGINEERING COMPANY Y V• DESCRWT10N DATE DRAWN BY: u.L. _.' TATE OF :a s Association. Inc. I OLD 11-192 4/1!/15 DATE. 4/13/15 •. �.� sass N.W.3rAN.SL.S,..305.vD•]xa CARDEN%FU0fWA 33,6 4268 Westroads Drive z' PnODc:(305)71-IW.r0a:(305)371-1531 DRAWING No 'y�'c�C`• � �� -Trwol:6H.�o0"m.�.," West Palm Beach, FL 33407 3 15-085 I'llsS/ NAI Ea�`` Ee-0006219 "SE rrrll OF LLL"` WA-TER Lk 1 44167E. P.E. SELf�'I�NATURE/DATE 6 SHEET OF 20 RED ETE -POURED CONCRETE OR POURED CONCRETE ORUCONCRETER _ ORU ONCREI RETE CONCRETE BLOCK WAIL / BL CK WALL - BLOCK WALLREOUIRLD BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED (V�' =E%ISTINC GLASS -EXISTING GLASS E CONCRETE ANCHOO—,Q / EXISTING GLASS ) 2"MIN NG GLASS O. MIN.SFPAMRON SOW.ATION TO CLAS(SEE ON S*El LEN.SEPAW1110N MIN.SEPARATIONSCHTO C3ASS((SFE 111 FORBLADE 0 TO GLASS(SEE TOLASS(SEE SCHEME ON SHEET ON SHEET.56/•ZIAE ON SH$'LT 1/16"x3`MAX.-- ON SHEET 19 FOR II FOR E9.ADE Q� T R 11 FDR ff 19(FUR (6063=T6)CONT. BLADES &® / \ BLADES O& 1/z N SHEET 19 FOR O (LOCATE AT OEl SfEf 19 FOR ALUM.CLOSER �'" EmIFR SIDE 1 _.... _{ aADES(D&® PLATE.EIT (LOCATE +MIN I - OF 5 ) --{I AT EITHER SIDE M J� \ I _ I -- O 1/2`MIN. ._.--_,_ OF 4O) / I -� 4-USE 1`OR a MAX. T- B+OXI/2"sMs.�/ I __ ----- (As APPucABLE)x2"xi/6•.0'-2" ------'i -- plQ:t/2•S.M.S. _ _—_—_ 6 16'O.C. - —_ UMINUM CUP CLE __ _® 16`D.C. _. _ __ !-._____ ___._ ___ _ _ ____ _ ___ _ _. _ _ _ ,_ __. - I OG3-T6 ALLOY)T MIDHEIGHir I \ _ -. ---'-Q M-110.1/2'S.M.S.TO©& -- Q _ (2)1/4`0 TAPCONS ANCHORS TO _ I WAIL AT 1"O.C.(LOCATE AT � 5 I SEE DETAIL % FOR 1 OR & EITHER SIDE OF Q) 1 OR '�' ,�(� SIDE CONNECTION 1 OR �' SEE DETNL X FOR ( OR.& TO TRACKS SIDE'CONNECTION __ _ - _ - ®o.©� 7 0 8 °_•®a SHF.°ETNL E f0 Q �a-66-7 8' 10•®� TO TRACKS ®<,©.Oa� 10•®., f0� SIVE CONNEGIK7N - ®•®"O O.O�®' ®�© a ©®p To TRACKS loop®^©•�°©•©^° ©0.0- •O•®p ®.®p®•®p®•©q ®..®p©•�•©q ®;®per•®p0 ®p ®�®m©•QUO ®p O•®p®�®p�•®�®•® p.®q®•®A;�.�p®•® ® ®per �p� ®p®® O•®p® ®p®•®p® END CONNECTION DETAIL 1� END CONNECTION DETAIL 20 END CONNECTION DETAIL(� END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPAYS GREATER THAN 12'-0- POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING -——- - — /--EXISTING GLASS REQUIRED GLASS MIN.SEPARATION >sy,/2-s.M.- zz TO Gras(SEE a 16" C. \ MIN.SEPARAHON Y y------ 11 EE ON SHEET CONCRETE 1/7"MIN TO CLASS CSEE D ____________ ___ 6 OR®OR@OR SCHEDULE ON 91FLT ON OR GLA 19 FOR ANCHOR Q 11 FOR BLADE OANHI Q ,l �__ - 1 OR OR 1 OR 1 CONCREIEZ _-- - BLADES(D&(9) 12"O.C. - --�- ON SHEET 19 FOR ® -- _ ANCHOR i �1 BIAO(5 m& ��___ _ OR(g To c. MIN. 1= tEQ �_1 2"MIN. _—_ , 6 OR$ OR 1 OR �� O 2`MIN, /2-/MI/ ♦ SEE UM.RATIONS OF USE FOR VIEW y rJ I --- BLADE IA ON SHEET 19 �OR130R�OR�OR� SLS—L 1Q OR (w PLAN ,�OR ®. DETAIL X POURED CONCRETE OR V ®�©•Op© +o-®p - �p®'©'O®® '°•®p END INSTALLATION CONCRETE BLOCK WALL —� 1o•®p©•Q ®•©� REQUIRED '�-©•O'©p©•O•®p (1 HV BLADE OR h HV WINDOW .BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 '&-@'@-@-@-" END CONNECTION DETAIL•© p®® FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. �ry\CEN! F '% BERTHA HVTM 1 Accordion Shutter SystemLEC AtN . A S S A KV RADE#1 Wi OR W/o KV. WNDOW BLADE >��/'✓� *= American Shutter Systems ?EV;N DTSOMPTION DATE DRAWN BY: M.L. • TICCIT TESTING & ENGINEERING COMPANY STATE OF C 6355 N.W.]6U.R.,SU.305,11RDaW1 W DENS.RDRm1 J31 Association. Inc. 1 QLD 11-192 41L2/5 DATE 4/13/15 9•• PNono:(305)871-1530.Fox:(305)871-1531 4268 Weslroads Drive 2 DRAWING No ,e•., .OR1 •� <- au n1«wwa.om West Polm Beach, FL 33407 3 %ass... . a� 1, A EB-MO6710 . 15-085 NC% WALTER T1UIT 3r.P.E. P.E.�E46t'l}kJi>; jer6RE/DATE ELDNon u�.p�a167 6 SH 10 OF 20 SCHEDULE #-t SCHEDULE k2 SCHEDULE $3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* 1+" AXIMUM SHUTTER SPAN*-L+" INSTALLATON LEGEND NOTES: (ft.). FOR INSTAL'ATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS - CEPIfERM.ATES. 0 &®or or INSTALLATIONS W/ W CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.. LOCK or ®or I or CENTERMATF� L4)Wf� ONE HV LOCKS MANSORY. POSITIVE AS.D. DESIGN PRESSURE RATING. HO LOCK W/ NO LOCKING RODS }� or ONE HV LOCK or®or® LMAX.ALLOWABLE SPN4 FORA CNEN NEGATIVE CEN7"Ef2ATE5 & W/ ONE HV 7" W/ NO LOCKING RODS ® OR / NO LOCKING WALL. A, B, C, D. E. M, N, 0, P. O, AS.D. DESIGN PRESSURE RATING. ® 20DS MOUNTING F, K & L R, S. & V. LOCK -W/TWO LOCKING RODS®TOP & (SEF NOTES 1','rt) (VAUD FOR MOUNTINGQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES it SHEET 7) FLOOR/CEILING G. H, I, Il, J T. U. W & X WALL MCUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS O CONCRETE&WECONCRETE MOUNTING & M MMDMUM +w I A(gTt MAXUUM GIVEN A POSITIVE AS.D,DESIGN PRESSURE RATING, A-".ot�i. _ Asn.DEVOR Asn INS INSTALLATIONS �+lE WALL MOUNTING FLOOR/CEILING PRCZURE WALL MOUNDING - P "`E TTOOp/aE41NG MOUNPNG DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. PAS MOUNTING FAING OR - GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RAYING, (P.•3.) FLOOR/CEIUNG MOUNTING �•`I') DETERMINE MAXIMUM SPAN 7-'FROM SCHEDULE. L�GR_) (♦OR-) __ _ _ _ (t DR-I ROOT ML MOUNTING �L (IU+ L♦ (ft) L-(R) L1 MAXIMUM SHUTTER SPAN `L+•OR "L-'FOR -- - 30 OR:LES 16'-0' -16'-0--- -161-0'- i6'-0' _ _ 30 __ 16'-0'...- 18'-0' 30 I6'-D' I6'-0' INSTALLATIONS INTO WOOD SHALL BE UMBED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _____. --- -105_psf._AS.D. DESIGN_PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L--. 35 14'-f0' 14'-10" 15-2• 16'-0• 35 14'-10' 14'-.1 Cr 35 15'-2' 16'-lo` _ _�— .. 40 13•-10' 13'-10' 14'-7' 15'-2' 90 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•-_I- 45 13'-4- _ 14'-J- t HV CORNER CENTERMATE 83 MAY 8E USED AT All. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12''8' I3'-7' 50 12'-5 12'-5" 50 12'-3' 13'-1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CFII.ING MOUNTINGS: ' —'- ----- '- -- - SHALL BE AS INDICATED ON MANDATORY CONDITION J2 55 11'-10' il'-10' -12'-1•- 12'-11' --_55 11'-10' 17'-10__.. _____•55_ 11'-i' 11'- - N ._ _ FOR A GIVEN POSITIVE A5.0. DESIGN PRESSURE 60 11'-4' f i'-4" 11'-7' 12'-4' 60 11'-4' 11'-4" 60 10'-2' 10'-1 l" NOTE)f 5:SHEET 5. RATING:' - __ _ _..__.. _._.. _._.__ DETERMINE: 65 10'-10' 10'-10' 11'-1' 11'-11- 65 10'-10' 10'-10" 65 - 9'-51 10'-1' L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 _ 10'-6 10'-6• 10'-9" 11'-5-- 70 10'-6' 10'-G' Lx+m MAX. SPAN FOR F700R/CEILING MOUNTNG 10•-d' 17'-1" 75 -- 10'-1' 10'-1' %5 - 8•-9' tt IXCEPT THAT IMXINl1N SHUTTER SPAN 1+'OR INSTALLATIONS. 9•-10- 9'-f0- 10'-0- 10-9 80 9_'_-10' _ 9•-10' -L-'AND MAXIMUM AS.D. DESING PRESSURE RATING FOR rOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. -85 9•-6' 9'-6' 9'-9' 10'-5' 85 9=-6' 9'-6' INSTALLATIONS INIO CONCRETE OR CONCRETE BLOCK RATING: _90 _9'-3" 9'-3' 9'-i' 10'-1' 90 __9`J� _9'-3_' SHALL BE UMRfiD AS FOLLOWS: DETERMINE: g;3 g'-O' 8'-9' 9'-2' 9'-10' 95 9'-O" tl'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ _ 8'-4' 9.-0- 9'-T 100 8•-9• 8'-<' LIMITED TO +64,-72 p.s.L AND 8'-0• SPAN, SEE 1-2— MW(. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• _ _ MOUNTING MOON SHEET 7. INSTALLATIONS. _105 B•_-7• 7'-11' 8'-9" 9'-4' 105 8'-7" -%'-11'_ 1 10 8--4'—_-7'--7"- 8'-7' 9'-2' 110 B'-4" 7'-7' - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2"_ T-s' a'•-4' 9'-11' 115 d•-2= �-3= SEPARATION TO GLASS. SCHEDULE MINIMUM BETWEEN 'Li+', "L2 F', -Lt=AND Zz 120 B•-0' 6'-11• 8'-2' 8'-9" 120 8'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WRti nNAL MAXIMUM -8•_ 8'-0' B'-5' 125 7'-10' 6'-B ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 _ 7'-8' _6'-5' 7'-10- 8'-i' 130_ _ 7'-e' _6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6 2' %'-9" 7'-9• 135 7'-r s`=2• MINIMUM SPACING. 140 _- 7'-5' S'-11' T-7• T-G• loo 7'--5" s=„• ASTM E-1996 SEPARATION _ 145_ _ 7'-3- 5•-9- __7'-5• 7--3- 145 �7'-3' -5'-9' TO GLASS 15U 7'-2' 5'-7' 7'-4' 7'-0' 150 7'-2' 1'-7- 155 T-0' S'-5',.,--T_2' 6'-9' 155 r-0' 5_S ...._ 1 THRU 3 1" _160 6'-t i' 5'-2" 7'-1" 6'-7' - 160 6'-11' 5•-2' 185 6'-70' 5'-1• 7' U' 6"-4' 165 6'--10' S'-1 6'-1,' 6'-2- 170 61-9" 175 6'-7' 4-(1= -_6'-9' 6'-0' 175 6'--7' —'180 6'.6' ;-8' 6'-6" 5,_10: --180 6'-6• (,J H V B LA D E ..185L 4•_6- 6-7 5=8 185 6'-5" 4'-6"190 4'-5' 6'-G190 6'-4- 4'-5•195_ 4'-3' 6'-5' -5' 195 6'-3' 4'-3' 200 4'-2' 6--4 5'-3' 200 6'-2' 4'-2205 a'-1'---e'-3' -1' 205 6•-,- a•-,' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. A1111111111111111! BERTHA HV IM A S S ■ ■ ■ Accordion Shutter System HN.aADE#1 W/OR:W/o FIV. W NDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems �,. Ixscmm�oN DATEDRAWY:wG aY. L. Association. Inc. t OLD 11-192 4/13/15 N B DATE: 4/13/15 6355 N.M.36M.SL.Ste.305,MRGM GkR ENS,FtfMAaA J316t4268 Weslraads Drive z.. Z _ Pb-.:(305)871-1530.I-:(30.5)871-1531 DRAWING No SIN t: —.4; West Palm Beach, Fl_ 33407 3 5-085 Oi ..FCDRIDP.•G��:� WALTER LLT J,.P.E. - 4 - �` FLORIDA Lia¢"167 6 SHEET bftZE/DATE 6 11 OF 20 W ~ y �\ o� N iH 0 z W r p ryg�� 0 a z C j z t o If P > m0 = 3 o n Wj�l QZ �'- �.� ° Tim i 1 O fn r F , s>� o + F $ Z Z m I zSSSk' ^ '01 �a�. yon" O UC� Z � N <o go Qt j • m — p > z N In n 1 o iz Q *ii i o ; Y} L ■ coy J .�+f mjbnr mimnn mYr I �HI IIbilllrjl lln:l,llljl'I (IIII Iji IIIcII II Ii,�.111;11'11II,I mCp= -o g �U 5 iZ m h mim,m�1m n n f m y m a '11 hl m n MAY Ir I �jhl l I In n l I m l t l rj.I j l I Yi l 1 1�n j.I.I I jttttn j 1 I y V 3 m ' mjmm i �m!m'^nnre m n _� �$m m m m m m�m rjm m ejm n m h mjm'n�jmjN u r m!m jh n W p y hjmla:Hlm Y Y nim l� 1 1 ^n I l n H I I!m I 'I O.N 00 u ■ 6;I d 33 j$ mmmmmmm,mmmammmmmmmjmmnmmm'!mhm'I�mn�ymjmn�:ml�m�m yN rlm,n y,`,''imYim�maj� 3, � �ijg mmjmmmm,jm(m mm mmmm mm mkm Wmmimjmmmmm;mmmeo!m mimmjacn mmm�jmjmW mm��m,�mnjn rm�n U Rmmmmmlo;gm mjmmmmjmmmmm,mjmmmmmmmjmlmmmmmmjmjmlm mlmmm mlm'm�m amm m�jm�m!mnomm jm mmlml l I�11 lI 111111:1 I I 111111,11 I11 I Ijl I I I.1.I 1111.1�11' I"Ijl j j y � I I'1 I 1.Ijl I.I r Cy= S�u ;_ mjmmb mmm Ijm I l l v l I I;I I I I 1 1,1 I III;1 1jl I I I{1 1 1 1 I'I 11+M, 11111, I 11'l 11 I.I'1 I g IF j N m m m j m n m m m n m j n m I Y v I n i l 1 I n I•I I I III III 1 1 1 1 1 1 I,I I I I I I l j l I j l!1 v l 1 1 1'1 I I it 1 u 0 C O U 11 1 1 'i m 11 I�•L 1 1 j l III 1 1 1 1 1 1 l l j l I I P I I I j l I I a f.•l �9 n ggqPqq Ogglq PnPOgm Pmyyq v?mP mm lnj^ ! ' � 3 y P _ L dd ^n I l ljl I I IIjIII J I L'I 11 111 1 1 1!1 I�I I 'I $OOOOOOOOOOjOjOq OOmjO OjOn0minmOvlm mOnn 10'm O �+ I 3 y� Iit O r dj- yl_I ^,ril�jY 1111 Ijl.il 11 I , III I;i.i 1.1 8 o� =W S F. N a�� v r.i e d �r v_j�:.�3�S�S a r o�IS�S ojS',yJj�m�(�In m e a-1 mj�loo�_ o n,jv jm� ��� ,y s j•.�<a I mn I Ijl I I rj1•I I I IIII 111111 1 1 1 1 1 1 1 1 111;1 1 I!II1ll Ijl 1 1 , 1 1 P 11 11 I:I Z $mmjm(b I y I 1 1++l it jl I t t{1 Ijl{l jl 1, 1 1 1 t 1111 I.1 1.•I III ijl 116.11 1 1 I 1 I I.111,1.1 Ill 1 1 1 1!1.:1 W 3v n mmmmnjmmm Ilnn l 1 YII`1 I IjI!I 1 1 1 1 1 1 til 1'111 I I1,;Ii1 111 I I 1 1' I 11'1 111 'illi 1 1 it 1,!1 o �- � � • 7 z r ,31\ $mmmimmmmm^mmma O�iylmjljl lYlll ljl1I11.1.I. 1. 111 Ijl jllllrl111,IIl iI111',1'1 Fu�i6 N; n qIq mmgm PPq'q jqj 'IIq P'P vl q"gym 1 nH l l y l 1 1 l,l 1 1 1 1 1 1 111;1 1,I'i 1 I j ✓a I.IjI Ill 1 1 III Ill .Om o00000000';oOP0 omO OO n; mm v. Il+1. . . . 1 1 Y 111 111.1 I 1 11111 1 1 1 1 111,1 1 \I 1111111111fll/ IA m$ Y_Y'�(^. Y�Ya SS�I�IjSS3±��3,��=±�Y,°o�I�nmjlj-tnP�3o=1 m12�10�j�:Plon^.m.jc `.�� •'i'1•.�,• �2/ � N n m Z O p O �; u oo N m mjmim m mjm m m mimaim m mjn W mim.�m 11 III C. I i 1 I I I 1 I Ill 1111 Ijl jl IIil.it 11 1 I 1 I I Ij, 1 '., �y V�,'� $ mmlmjmmmjmjmm mmmmmmlm Wmm;maam�jmmmjmml I11I 1111!1 II I Ijl jl;: 1111 1I,I I ////�6.�• ��� P �ggjq Pggjq q ;� ..1......• F n q 1 m o OID O RJR SIR o o D,o D,o m o D:D O D o olO O D o o o o 2jR D O D D o o o D 111 1 1 1 11 1,�, 1 1 Ill 1 1 I I 11111 _j_______i�i_ _j____I_ej__- ______j_ , } $ N N N N N N N viN N N N N N N NNN V N N N N N N N^'N ^j^,!^jN N N NIv I IIII it 11 IIIII • �mm mjm m m ajb�y l� 1 4 1 1 1 1 1 1 1{P1.Pj1 1 1 1l i �P i��l 1,.111 1 1 1 kl'1 1 111 1 J I�I 1 1 1 lil I I I I r ; {yrr�1C ,�mjmjmmmm mjmmmajmr.r lonnll11' 1.11 il;,l IIIII.itII I Ij I I IIy Ill 1 'I I Ii1'i II111 1111 I I I j 1 III I I I 1 1 1 I I 1 1 i l I i 1'1 1 1 1 1 1,1 l i l k l 1 1 1 1 1 s v1 j$mmlmlm mjmm mm mm W mlm!mlm a �mlmm WIm:W n{n vJ�v3I,'�i1 Hy Illjl 1.i { I I Ijljl I I I Ill l!I 1 1 i I I 1 lir q giq!q qIP g P P q P m q P P P O1gIP q Piq;P P{q PIP qjP.P 11!11 1 1 1 1 1 111111 I I I Ijl;1(111 I I I p 1$0000 ojo 0000000!000'0'0000 0000 oDDOD000 o,q,o , 111 , g sjs..;_ -j- _j- j I I S _ �j�j� -I- j. �j� i"jv N" vl�!jvp v�i�Ijl jl jl 1 111 I •R^a.Y _ ____ YYY __ r'Y.j+ sjS�jssix .�. 313 zl� ZO o�am�,ille.•'1 . 1 1 I' I t11�1 1 1 1 , 1 I1�1 t I 1 I Ii1 1 I 11111'1 111{I 11 1 I 1 1 Ijl 1,1,1 1 1(1{I I l, I j 1 .1 1.1 1. 1 1 1 1 11 .1 1 1 1.1 1 I I 1 1 I I�1,1 I d lI l 1 l Ill I'1 j r j 1 1!1 1 1 I W m m m m m m m m m m h 0 20-1 y a r 1^ 1,1.1 I I 1 1 1 I I 1 1 1 I j 1 1 1 1 1 1'1 mlm mm(m mmmmmmm Wm��h�injmYYlYh�j,lH 1111 1111111 11111 j1 l l I'l l!I I I I I I I 9 I 1.�; n q q{m ajm(PP PgPm Pjq'q•q P m PPq�vl;q bibjYmy N,H Y I I.1 1 1 1 1 I I 111 1 1 1 1 1 I;I IiI 1 Ijl 1 $ O O O'O O O ISIS 0 0 0 0 0{O;O O D O Re O O O O O j m D , j q i+11-0 2 n I y 1 I I j 1 I I I I i 1 f I j 1 1 1 1 1 I 1-4. N ,h� �j'^Y r^Iv 1111 a r vj^jrj^r a'r�� v ♦'a a Y e 'a^ $.� 0 0 0 0 o O o D o 0 0 o O o Y1 O i0' t0 1� t0 A O N h ifl b 1 A)UMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GM N MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A c n DESIGN NECdTNE PRESSURE RATING AND A CORRESPONDING MOLNIIING TYPE FOR ODNMM OR CONCRETE RLOCK INSTAL I_ATIONS (SEE MOUNTINGS 1,G,&H ON SHEETS 5&7) - 1.ANCHORS TO SUBSTRATE SHALT_BE AS FOLLOWS: POURED 0011Cf 3vOONcwE Blunt. . .. . .POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.re-3 Esq wmmum @WALL SILL MOUNTING @CEILING MOUNTING @FLOOR MOUNTING - T/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(ACA.rc =3 lc ANCHORS SPAgNG'LEG(]ID - 1/4'0 x 3/40 ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECALTY COMPANY.(Mb.re=3 ksi) (nµ UESM N1TAI5E PI✓FsiPE RATING 0194N NEGAIK P MTM 0.DEMM IaGAI1VC HOULYIE MDG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min.fc-2 k6!) TAPCON OR JLI 40 60 75 90 120 160 205 30 40 60 79 90 120 160 205 30 40 60 75 90 120 160 209 - COM TAPPER+ANCHORS AS MANUFACTURED fO' AUTHORIZED FASTENERS,INC.,AND DISTRIBUTEDWINH BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON RM ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AIlTHORRED Vf7iDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCARON,INC. 74 12 l0 9 a e e 35. U t2 10 9 B 6 s 8 t4 12. 10. 9 B a B 6 THREADFORM TECHNOL04Y 3'-0- 14 12 10 9 B 8 6 6 /4 12 1D 9 B_ 8 6 6 14 12 10 9 8 B 6 B (MITI.Cc m 3 ksi) ALL POINTS SOLID-SET OR LESS 14. 12 10 9 8 B 6 e 14 12. 10 9 8 8 6 6 14 12 10 9. B B 6 5 BLUE TAP W/CAP NOTES: 14 12 10. 9 B' e 6 7 14 12 10 9..8' 8 B 6 14 12 10 9 B 8 A s --- A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10. 9 .8. .7 53 S5 14 12 10 9- 8. 6 6 '6� 14 12 10 9 J1.'B. .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 8 8 6. 6 l4 12 10 - 8---o-is 6_ 14 12 10 9 e B 6 55 74 12 10 8 8 8 6 4 4 12 10 9 8 B 6 43 14 12 10 9 a 6 4 35 A2)MINIMUM EMBEDMENT OF 1%4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBOMENT 14 12 10 9 8 a e 4.5 14 12 10 9 B a B 53 t4 72 11 9 B 8 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 DaST,AND 14 12 -1,0_9 7.5 &5 J5 - 14 12 10 9 9__a B 5 14 12 10 9_ a 7 _3_S 4 •sCC lO1�ATxxIS OF DSE EOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 1/ 12 10 9 e e 6 a_ 14 12 10 9 a B B_ 55 a 12 10 9 a B 6 45 BLADE I(y. PY 46ET 19 14. 12 10 e a 7 4 - is 12 lo'9 6 85 5.15 71 ix 10 8 BS s 3.5 '3 .___ _ _ _ A_3)IN CASE TRKT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANT.VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, - 14 12 10 g' 8 7S 4_5 - 14 1Y 10 INA 8 6 %5 14 12 10 9 a'.6" 4,5 7s - ANCHORS-SHALL DE LONG F?1D•JGH TO REACH TIIE-MAN STRUCTURE BEHIND SAID WALL FINISHES.-ANCHORAGE SHALL BE AS INDICATED ON_ 14 12 9.5 75 85 4b - 11 12 10 9 ,e- 7.515514 14 12 10 9 8 6 4.5 35 NOTES AT)&A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITIOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 B 8 B 6 - 14 12 f0 9 -B 8 6 "5 11 12 10 9 8 6S5 JS INSTALLATION INTO DS WITH METAL STUDS SEE SHEET 20. 6'-0- 14 12 10 8 7-5 53 ] 14 12 10 a.5 7 55 4 3 14 12 B 6.5 55 4 3 1- 14 12 10 8 8 6 - - 14 12 10 9 8 6.5 5 75 14 12 f0 89 8 5 4 - (B) TO.TAPCNG CONCRETE BLOCK:(ASTM C-90) 8.5 SS S - _ 14, 12 10 '9=_ 8 65 4S JS 74 12_ 10. 8 7 5 3.5 S - 1/4'O TAPCON OR TAPCON WITH ADVANCED THREADFORM.TECHNOLOGY ANCHORS,AS MMTUFFCTURED BY LT.W.BUILDEX. ti 12 to 9 L e - - 16 12 10 9 8 7 S 4 14 '12 fo B 75 SS s 3 - 714.0-i.3/4T ALL POINTS SOUD-SEr ANCHORS.-AS DISTRIBUTED BY ALJ.POINTS-SCREW.BOLT..&SPECIALTY COMPANY. 7_0 __ _____ __ ___.. ___9 __ __.__...__ _. ..._ _ - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTILMED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 65 4 - - 14 12 9 75 6 4b 35 - 14 10.5 7 55 43 35 - ---------- -- - COMP TAPPER+ANCHORS AS MANUFACTURED BY POWERS ZED VENDOR INC.,AND DISTRIBUTED[IT'ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 85 7 4 - - 14 12 10 B 7b 53 4 - 74 12 e 7 6 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORQED VENDOR REgSTENED WITH THE AMERICAN 51AITTFF SYSTEMS ASSOCIATION.INC. 74 11 7 55 4.5. - 14 12 f0 9 73 55. 4 14 12 9 7 8 9.5 3 8'-0- 14 12 110 D_ 8 6b- 14 12 1D 9 :8. 6 4 - 14 12 10 8 65 5. -5 - NOTE: /4 12 85 7 5,5'. - - 14 12 8 6.5 S5 4 :3 - 25 8S B 5_ a 3 - - B_7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON ib 72 952d __ 5 73 6 114 12 95 8 16.5 5 - 14 12 8 1 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 9_5165 5_35 - 14 12 10' 8 65 5 14' 12 8 6,5 5 4 9.-0. 1412 10 9 14 12_ f0' 9 75 457 - 14 12 85 7 55 / - - B2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONGRETE BLOCK-NO iS 75 8 1 - - 14 11 7 55 S 3,6 - - 11 8 5S 4.5 35 - - - 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 a 6S 4.5 - 14 12 9.5 7 9.9 4 - 14 IDS 7 53 6 4.5 - EXIST.AND T'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 15.51 4 - - - - 14 12 8 7 6 4.5 - 14 11 7 5,5 4.5 3.5 - 10'-O- 14 12 10 9 75 - - 14 12 10 e'6S 5 - - 14 72 B_ 9 5 '4 - _ 8.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.6 2 5 35 - 1J-9.9 63 S- s 3- - 10 73 5 3'- - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID HALL FINISHES.ANCHORAGE SHALL RE AS INDICATED ON .-____ _ __.. _ A. .._ _ . . __ ... .. . 14 it 7.5 5.5 - - - - 14 I15 9 6 5 4 - - 23 925 6 5 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR W7IHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 9 - 14 12 B 8.5 53 4 - 13 10 6.5 9 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 f2 10 - - - - - /4 12 9 7 6 4.5 - - f4_ 105 7' 55 4.9 35 - _ -_-----_ - - -- _ r------ -_ (C) ANCHORS 511ML BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1_5 9.5 5 _ - 12 9 B 14 10 7 - - - - - 14 105 7 5S 43 - - - iS&5 5S 4.5 :75 - - - 14 7 43 - - 14 715 73 . 5 - 1- 9 6 4.9 . _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING-RELATIONSHIP FOR ANCHORS. 12.-0• t4 12 10 - - - - - 14 12 a 6-515-51- - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS sPACING $,'REDUCE FOR ANCHORS: 115 85 4,5 - - 1t a 55 4 JS - e e 4 3 _ M"IMUM ANCHOR SPACINGS Afa:VAl1D FCR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INOt;AiM.REDUCE ANCHOR SPACING 3.5 9S 6 - - - - - 13 9.5 85 5 4 - - - OS 'B 5 4 - - - - BY MULTIPLYING BRACING SHOWN ON SgffWLE FIY THE FOLLOWING FACTORS. 9 BS - 14 10.5 '7' S.5 4.5 - 11 83 SS 45 3.5 - RF.D110Ep SPACING.OBTAINED USING FACION SHALL NOT HE LESS 1HAN MINIMUM SPACING INDICATED.FOR EACH ANCHOR TYPE. - _ - _ _ _ _ _ -14 12 - - - - I4L n5 7.3 6 5----_..-.. .- 12 9 a-ss FACTOR 13'-0- 2- 8 - - - - - t0 '75 5 4 J - - - 7.5 5.5 4 3 - - - - ACTUAL is es - - - - - ?z s e ib i - _ - is 7 s 4 - - - EDGE TAPCON OCG! ALL POINT SOLID SET BLUE TAP W/CAP TAPCON WITH ADVAN TAPPER+ B 6 - - - - - - 13 95 65 5 - - - - O5 75 5 4 - - - - 1 HV BLADE OR DICTANCE THREADFORM TECHNOLOGY uIN.SPACING 14'-0- 14 12 - - - - - 14 f05 7 55 - - _ - 11 85 5.5 4.5_ - - p ED. MIN.SPACING 3'. MIN.SPACING -3- IAN.SPACING=3 1/2- K;N.SPACING - J' 3,3/4' 4' 10 7S - - - - - 9 7 1.5 J.5 - - - - 7 3 J.5 3 - HV B D W POURED CONCRETE& PbjEB CO�pE TAND1e BLOCK POURED CONCRETE& POURED CONCRETE& ,,UtEB CONCRETE o0110&TE Bnoi 1.5 8 - _ _ _ _ _ 11 8 35 4.5 - - - - 9 BS 48 - - - ' WINDOW CONCRETE BLOCK CONCRETE BLOCK CONCRETE 81.00N 7•g _ _ _ _ _ 12 9 8 _ _ _ 7 _ - X090 MTV.EA I/2 __ _0.781 MIN..-3• 1f1 084 1/1'MN.EAo2 I/2' _.._.._....� - Ih. L0L E0..3' f4 - _ - - - - = 35 TO 6.5 - - - - = 05 8 5 - -_ - _ _-_ BLADE WORKING .30 _ 1.0 _ __ - 15'-0' _ _ e5 6.5 9 _ _ _ 5 J _ _ _ _ 2 1/2 _._________._.._._- URL 0.81-___._.1.0 _ ._.___.___ .... - -._..0.87 _-_- I.0 - IN UNISON 10 - - - - -. - 0.5 8� S _. - 8.5..8. 4 - - - - _ 2' _ - 0.71 051 - 7 - - - - - - 11.5 BS 5.5 - - - - 9 166 45 - - - - - 1 3/4- - 0.91 - - - 0.43 - I4 - - - - - - 25 95 6 - - - - - 10 75 9 - - - - - 16'-0' 6 - - - - - - B 6 4 - - - - - 6 45 3 - 1 1/2- .0 _ OTS - 9.5 7 s - = = -6 6 1. F - = - LORIDA BUILDING CODE(Non High Velocity Hurricane Zone `NNNNNP p:TIC(�T AAi,A ©2015 EASTERN METAL SUPPLY.INC. SF' ■�■�■�■ BERTHA HVA 1 L ECO Accordion Shutter System I{V.t3ADE#1 W/OR W/O_ ILV.W MOW MAIX American Shutter Systems -E,.N DESCRIPTION DATE iii - rr TILLIT TESTING & ENGINEERING COMPANY $TATE OF 6y5 N.N.36N.5t.,Ste.SO3,VWGnM G/3DD16,-0A 131 Association. Inc. 7 ow 11-1B2 4/13/15 DATE: 4/73/15 PIo :(30.5)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No -1 Dlt-0-1- West Palm Beach, FL 33407 3 _ E13-00067 =----- --- -----'E... 85 --- ''e,FSSlONA��;�N` WALTER ALLfI1Jr.PE a - I E, VJkl791N,ATURE/DATE FLORIDA LI`'i`4167 6 Sf t3 OF 20 I m N N z O C4 N N y aM o g O �33{ w 0 J I LO p� Wp rj =z w a o � 0 + i�� aaaiw t y > Z r N H w ¢cr w �za- O >.0'cM 0 w pa, wC+ I,ZV)IN to�c_j a 5 tY J Q f 'jj z OIC.�" Q L� ®. ly G~'ZE a m ..* vain >a�'� JM °-- VVV I z4y� W �r' �w 0V) 'n.2 mid �I fix. a q' E r I r� z 10-6 E W Z H n N N N YNiN•N n,N Y e l n n l I Nn 1 lin'{ I I N,11 I SII I'1 .1,r I I I h,l II 1'hll I l n l I I•n'I,1 I I III OR$ A� w •am4: N h NNNNN.N rIN n»"�ne nNl a 1'»n I I N nI1 I n'1 1 I Intl I I��!I 1 t ILII I I r I I I r I.I I nll I u Z LL, o SSS pry nn NNNN�Nin m1l.ll NNNNNNNNNniInNN nNi ; -0'! aI 1 N lit I WGp�m$+3 WN» »IN1_rNNG $7 n {r{r1111 � �m nININIn n n N»nln» 'n n» NInIn l•nln»Inl »%» n,I»IN N�In��im n n e% tttt� �£R u 7 gig v iR?Inn Nmn.NmnNNnNNnN^nn IIln Nnn•linn»nnII + N nnn nI�.n ennN onnf NNV hNl lnY» l NnIl no»n linN»l NNlI »n1IIiIn»mrI N»l NN1 N»lI NN'Y.nI.II Nn Nn I NN INnI,,N.N NN,INN INn. NN NN IN INN'Nn nNNnIINN.f1NN nN'Nn I n»N»NN NN!N,NN NNINN 1nN NN `,N% G. /' y// , Q v . n'n l�nan'�m N nnV� Inhllnll 11 llnlllml llYlllllr;•Illlil ljnll 11 a nnn,nnnlnlnnin.n Nn mnenym nn�„"�nl%rnnnreln'11 IN I I'n,l lin t;l i•mjll nom• �6•Loy � a 4\1JBn^in �nnlnln nlnlnn Winn�n nln Inn »n mm Ynlhmrn nun^Ynrf^'�v"":^InY '^n,I I',nt1lf a; IICD2 .JZ '_" a �3� �nlnlnnnnnlnnnlnlnnnnn nnnln nln nn mn nn"�n n'lin%mvna�Y:n'n'Nnn� CL" r� ¢ O I y ti Onine n n n n n n nInIN In n;n nIn nfn n;n n n n n n n n nIn nln In ton n1n`m'In n nIn n yln,r,n ninim l^ ��Jd'.• � �5\v m Ilg.nlnnnnn nln -It nnnnn nln nen nnn-IN n n-I-- nnnn nn nlnn nnnnrnnlnn ninlnn ��i�/ \••' �����`` tvvl IN�In�mn '�It e•VII,II n•N,jl'I Itn III III I I L I 1 1 111 II;1,�1 Ill,l 1 1 111 III I 1 1 1.111 1 1;1 i1 111 I1 c /!nn/*/upP� Lj � n•n% 11 % I 1 I n 11 I I III I I I I 1 1 I 1 1 1 1 1 1:111 l I I I it III 1 I - 2F 3 ^Il�m�molm(%w^nl­malN%Nnv vlYn n . l lnhll l n� l.I 1n111n111i1 j1 I I1.11'111 i C �I�O��Nm ml?Immmm�lmm^fin n�mann�tN1'�31°��nn YYlr nll �r til n1n111n� 1 lnnil 11 l» I 1 4 ^ N N w ^Inlet m�Imlm O Nln n'nly m'e,tl a n vi l'�rilN nlh lh;e n nlr.Iv in'n e1e 1 1 In.ri 1 I 211 . 1 �`:�.N•��� 'y%N mlo D�m� Glm nnPn %N mIn Y hmr�»Nm YNI nr�N'naVann BN m m mmm mn m m lm m m m m l m m m m!-It 1 i t I I I I J I VIII I I 1.1 1 1 1 11 III I I I i'l l I I 1 1 I I'I I III I I 56a �mm mm mlmmmn I mm 1 .1111 1j1 I _I Ii1'.1 1 I t 1 1 II111;.I 111'1:1 1 I i 1 11'1 t m mlmlm m m m m m mIm m m m m m mIm m•m Oimlm mjmlm 1 1 1 1 III III 111 1•1 I l l 1 1 1 1.1 ' Ills amlm!mm mm mmm mmfm..mmmmm mmmmlm ..Immmlmmm mIm III�I I I I III 111;1 ��F� �m mlmlm m m m m(m lP la m w m m w m mlm lm lm a mlmlm mlmlm m mlm m m mIm m l 1 111 1:I iI II 7�}SL �OOOoo00oo Oto 0000�00000010 1O DOo m o OlO�oioo olO lo'o 'oo - oio jo O ^IN INN'^N�l^N N N•N N^N NnNIN N N NIN'^N IRxzlxlx= �lss xl�xY..�a -- - _ -- sl�x �s q� '° o 0 0 0 o a � •o o 'a 'o 0 Ih t0 CI O CI n Yl1 �O I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (aJ.) AND CORRESPONDING MAXIMUM ANCHOR SPADING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING'AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEEIS 16&17). !SE; LJ B !S3TF=;PATE SOUTHERN SPINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH S PINE No. SPRUCE�PINE SPRUCE PINE 1/2" MIN. CDX 2W MIN.G=OSS, FlR. NORTH FIR SOUTH DOUGLAS FIR,W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M N 0,50 W/ W/ MIN..G=0.43 W MIN. G=0.36 N4VId11Y STAN(T) 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, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X -W & X- -P & 0 _ S &V S&V S&V Lux I®I KLM RMK D®C X wo TWOS PMK RaXo t� I&C1E ItO9FF IAtt6(dJ ®IEw[�1E IAC(p1J MM IGNI E R M I3.9G FM 02W lF"9MK W%T7* OX IGM MORK WMX X MIDI IW m omm ImE� ®I1[GV.[Rt1�I Yi1C f� 0901 ITE R®!E FR'K rsJ 3U 40 60175 90 05 SO 40 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 9U 05 30 40 60 75. 90 05 30 40 60 75 90 105 30 40 60 75 90 10530 40 60 75 90 05 30 40 60 75 90 05 •-0`OR lE 12 10.110 9- 8 8" 6- 6 6' fi- 6'. 6' 1270 10 9=- 8 8- 6; 6:-. 6 6--6 12 10 10-9- 8_-8 6 6 _6'-6- -6 -6- 6 -5 4 ♦-'4 -:5-12" 12..12.12 12...12 12 12. 12-12 12' 12_77 12 12 12-12 1_2- 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 f0 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 b 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0• 12 10 -70 9 8 B 6 6 6 6 6 5.5 12 10 10 9 8 8 fi 6 6 6 6 5 12 10 10 9 B 7 6- 6 6 6 fi 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' - 12 f0" f0 9 8 65 G 6 6 fi 545 12 10 1O 9 8 -- 0 6 6 4.5 12 10 10 9 fi 3.5 8 6 6 fi 5 M1.5 8 5 '4 4 3.5 12 12 12 12 12. 12 12 12 12. 12 12 12 12 12 12. 12 10 8.5 -_- _ _ ._ -___.!2 LO ._0 _ _ _._ ___..�_. --. �. ._ _._.. ._ __._.__ .. ._. .. . 7'-0' 12 10 tU 9 6.5 4 6 6 8 '.5 4.5 4 12 10 10 9 5 3 6 6 8 5 4 .5 12 10 10 7 fi 8 6 5 4 3S 6 5 4 4 - 12 12 12 12 12 12 12 12 12 I2 12 10.-12 12 12 0.5 8.5 7S 8'-0' 12 10 10 7.5:4.5 3 6 6 6 5 =4 3.5 12 IO 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4- - 8 :B- 5 .5 3.5 3 6- -5 4 12 12 12 12 12 12 12 12 t2 12 11 9S 12 12 1.5 9 7.5 S 9'-0' 17 10 10 5 3.5 - 6 6 5.5 S 3.5 3 12 10 9 4 - 6 fi 4.5 4 3 3 12. f0 4 3 - 6 6 4.5 4 3 3 6 5 3.5 12 12 12 12 12 10.-12 12 12 t. 9.5 8S 12 12 10 8 6.5 5S 12 10 7.5.4 6 6 5 M1 -3 _ 12 10 6 6 6 4 3.5 3 12 10 3 - 6 6 4 5.5 3 6 5 - _ 12 12 12 I2 11.59.512 12 I2 If04 8.5 7.5 12 12 9 7 6 S 12 10-5.5 - 6 6 4.5- 12 10 4.5- 6 5.5 3.5- 12 10 - - 6 5.5 4 - 6 5 12 17. 12 12 10 8.5 1212 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10.4ZI- _ 6 6 -4 - - 12 10 3.5- 6` 5 3.5- - 12 10 - 6 5 3.5 - - 6 5 - - - 12 12 12 11.5 9:5 8 12 12 11 8S 7 B. 12 il.5 7.5 6 5 4 13'-0'- 12 10 - - 6 6 - 12 10 - - - 8 4:5 - - - 12 _.5 - - - 6 4.5 - - - 6 4:5 - 12 12 12 0. 8.57.512 12 10 B 6.5551£ 0:57 SS 4.5 4 14'-0"__12 10 - - 6 .5 .5 4.5 - - 12 7 - .5 4.5 - 6'- 3- - - - 12 12 17. 9.5 8 6 12 12 9.5 .5 6 45 12 9S 6.S 5 4 3 15'-0• 12 - - .6. - - 12. - - 5 - - _ - - 12 r - - _ _ - 6 - - - - 12 12 11 9 7.5 5 12 12 &5 7 6 4 12 _9 6 5 4 16'-0• 12 - - - 6 - - - 12 _ - - 5 - - - - 1. -- - - 5 - - - 6 12' 12 10. 8S 6.5 4 12 12 .8 6.5.e 3 5.5 4.5 3S - I (10 HV BLADE OR n HV BLADE W j �1A HV WINDOW BLADE WORKING IN UNISON* •SEE L -?S OF Era f011 MADE'f;(W 91RT 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SOLID WOO SOFFIT SIWL BE AS FOLLOWS: 3.SUBSTRA71 SWILL CONSIST OF THE.FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.DS) 1/4'4 TAPCON ANCHORS'AS M4NUFACRIRED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C>0.50(N.D.S.) EACH ACTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(NDS.) 2.ANCHORS 70 HOLLOW mUNC SHALL BEAS PER MONIINC TYPE U.SHEET 17 AND SHALL CONSIST of -MIN. 1/2•COX PLYWOOD(1986 APA) LAG SCRLWS AS PER NOS 2012 SMFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECJFTCAnoNS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM n�t A S S A Accordion Shutter System •�7 H.v.eu1nE gl w/OR w/o KV. N1N00W MADE American Shutter Systems�•�: '� TILLIT TESTING & ENGINEERING COMPANY c. �'� oES11-19 DATE DRAWN R4 M.L. x4167 i 6355 N.R.36tH.St.,Ste.305,".Ik GAIM M,FLOP"331 ASeOCIOtIOna Inc. t OLD 11-192 4/13/15 LL1tE 4/13/15 Ptmo:(305)571-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No ­.J:Blteco0oo1- West Palm Beach, FL 33407 3 ER-0006719- - 15-085 ._ * OF gtA1E :4` WALTER A TILI(i Jr.P.E. 4 �V FLORIDA uc.y 44167 5 SHEET 6 15 OF 20 SIO N INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & f HV.* BLADES AS APPLICABLE MAX. SHUTTER SPA + 0 — F(jR iNsTALLATioNs INTO WOOD WITH HV BLADE 1ONLY SHALL WALL FINISH LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEEJ 19 FOR MAX SPAN & --1/4'0 TAPCO4 ORA.S.D. DESIGN PRESSURE RATING FOR S IO BLADE 1 .& 16)WORKING ORKIN U SO TAPCON WITH ADVANCED - - - THREADFORM TECHNOLOGY 1/4'0 TAPCON OR _ W/ 1 1/27 Min,PENETRATION I �= _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —p- ,- -----' OF THREADED AREA TO W/1 1/2'Mn.PENETRATION OF,THREADED AREA TO EYIS TING ' MK E, -- —(DOR EXISTING WOOD HEADER. I WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO qMASSVIO (SEE SCHEDULE ON SHEET 15) 1/4'0-2Da3/4'SS,MACHINE SCHEDULE ON SHEET f'�� 1 18 SCREWS W/ 1/4'-20 NUTS 11 FOR BLADE 0AND- \ x I Iuin ON E9® 12'O.C. -_ SHE FOR E70ST1NG IV 19 CA ' ED- '� GLASS---E a 6 I H WALL ^J t I I I 1 �rwlsH r. N lV _ I { �. I - ____- - _ _. - -.ill <\\ V-oPnoNAL It . - WALL I' I y..� FINISH I - DfIxS4RNw000 1 OR , ' ,v-'EXISTING NIH. UI Z1.L t 1 LIEADER-REQUIRED - - ADOR ® D 2�a4'.WOW ,(U(IIiJ r 1 0 TAPCON OR TAPCON WITH ADVANCED I ) HEADER REQUIRED M / - _ Mi, PE FORM TECHNOLOGY ED R 10 SEPIRMION Llir. PLNLTRATK)N OFIHREAUED MEA 10c to I I ) EXriRNG WOOD HEADER. IN.SEPARAEON TO EET 1I-,--SO FOR ON SI•EET FJ(ISTWG ---SEF SCHEOUIF ON SHEEP 11 11 ) (SEE SCHEDULE ON SHEET 1511 FOEt 9ADE mA4•D—_.. GLA55. ( ) \`.2'x4'CONT.SILL Oti SFEET 19 FCA , L ,_ 1.1... BLADES(1)&f _ J-- _.-._ . _.___....._ - - - _ .-_ V PLATE RCO'D. (N)HV WALL HEADER INSTALLATION @wMALL WALL SILL INSTALI LATION MO HV WALL HEADER INSTALLATION g---- - • ---==--•-----I-.- L __ I I 9 MIN.SEPARATION TO GLASS 1 1 a -MIN.SEPARATION TO O CL ASS I EXISTING ) / [XiSDNC (SEE SCHEDULE ON SHEET 11)` x /si----(SEE SCMCULE ON SHEFT 11 \1� 1 2,x4,CNNEF-,-1t MIN.SEPARATION TO GU155 1 I1 OO GLASSY ' .i GLASS--1 WOOD PLATE((sEE SCHEDULE ON SHEET 11) It i I 1/4-0-20:3/4•S.S. REO•D. �� _o M 1/4'0-20xJ/4'S.S. < I MACHINE SCR�45 ,• MACHINE SCREWS W \ L 2 0 C_ I I 1YALL \ 1/4'-20 NUTS® 12' I I I ASING.1/4' 20 NUTS _I . .I nNISI �`�/ I O.C. _ � I / ``� � � � I I I I I � I - ©�© ___1�3oR �',.•../.',�."� � C� 1 oR 1 2'x4'CONT. E I WOOD PLATE 1 1 LED__EO_ - ---- 11U\ EO�1 1 I 1J REO'D. i' _ 1/-0 TAMAN OR TAPCON WITH ADVANCED ©�� ,t�I S \ THREADFORM TECHNOLOGY W/1 1/2' 2"z4'CONT. Min: PENETRATION Or THREADED AREA TO 1�I �. ' L / SLL PLATE EXITING WOOD HEADER. 1/4'a TAPCON OR fAFCON WITH ADVANCED { I 1 4 0 TAPCON OR d4IE: I THREADFORN. TECHNOLOGY'W/ 1/2' -- /- 1 REQ'D. �1 rI (SEE SCHEDULE ON SHEET 15) Min. PENETRATION OF THREADED AREA INTO PLYWOOD IAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL. 1 1 I:( �.' --'�,+�L''�` I I ••% (SEE SCNCDW F:ON SHEET 15) EXISTING MIN.2'z4' 1/2'MIN.CD THREAD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. t, L..lL� .•- `--WALL FlNISH V SPUDS M 15'0. kW.MAX. PLYWCO HE 0. \ W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE I/2'MIN.COX PLYWOOD REO'D. REO'O.PLYWOOD TO BE WALL FIPIISH--THREADED AREA INTO EETPLYWOOD SUTBI�INSTMLLATIION.WAY TO ®FIV WALL SILL INSTALLATION ATTACHED i0 STUDS IN (SFE SCHEDULE ON SHEET t5) STING MIN. 2'x4'STUDS A 16'O.C.MAX.REO'D. ACCORDANCE WITH PLYWOOD TO 13E ATTACH m TO STUDS IN ACCORDANCE ACCORD 2308 OE DDE "LL NR}I sEcnoN z3oe or n¢r.e.C. ®HV WALL SILL INSTALLATION •SEE uMxAnoNs OF u E or ©HV WALL SILL IdSTALLATION F.B.C. BLADE 1 ON SHEETL FLORIDA BUILDING CODE•(Non High Velocity Hurricane Zone 0 2.015 EASTERN METAL SUPPLY,INC. 714/'''.,, BERTHA VTM A.S■S.A. Accordion Shutter System / -{• ,l - H.V. MADE#1 W/OR W/O KV. WINDOW BLADE � � TILL FT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESOMPDDN DATE DRAWN Rf: M.L. 6713 H.W.WEU.SL,Sl4 303,NRGMA C'ACIOM ILOROA 3316 Association, Inc. , - OLD.I1-192 4/13/15 DAM 4/13/15 Phoae:(305)671-1530.rax;(305)871-1531 4268 Westroods Drive 2 DRAWING No -�•, t-Ina4:tit—nam. West Palm Beach, FL 33407 3 --D,o'.F�08i4P�C?���`` EB-Doo671e 15-085 eta W.I.A DLUT Jr.P.E. F'F_'.',�5�!(� IAND7DA1L TtDRDA lit.g N167 G SH ET 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & fA HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE CID ONLY SH B TED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATIN S SHE 0MAX WALL WHISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & Ik WORKING IN UNISON _ -' EO •EO 2'MIN.-- . 1/4'0 TAPCON OR 4'x8'(Min. EXISTING ""''''�� — YAPCON WITH ADVANCED ) jEDGE(IF APPUCABLE) ?. THRFADFORM TECHNOLOGY WOOD BEM!REQUIRED. --FF - W/1 1/2'Min.PENETRATION _ _ 1 4'0-20.3 4'S.S. STRUCTURAL ADEQUACY -�__ ____ _. .. _--- J OF THREADED AREA TO / / OF EXISTING WOOD BEAM I. PHTLLIPS TRUSS HEAD TO HE CERTIFIED BY EXISTING WOOD HEADER. __� -- -__ EXISTING WOOD Win. MACHINE SCREWS REGISTERED ENGMLTR OR /. _ 3 r EXISTI G O (SEE SCHEDULE ON 31{FTT 1r) W/1/4'-20 NUTS ARCHITECT PRIOR TO Q 0 O 12'O.C. SHUTTER INSTALLATION. I/2' .I-I/2__-- D.C.RAFT� i It�T 1/410 TAPCON OR -T -- - _ -- -_ QUIRED U }1{ 1 I N { _ 3/4EMS'Max.THX. fE THREA WITH ADVANCED '257• THRFADFORM TECHNOLOGY X-11 _ - _ ,1a _.___ ___ ______. II _... -- Max. _ W/ 1 1 DED AR PENETRiITtON_. -__EQ. E - --_._.. - -/l4 /4' - _ -E EQ-7 1'x4'zl tl'CONT.ALUM._.NDE _\ I I 'OF.THREADED AREA TO 3 - .. - ." l I OPTIONAL EXISTING WOOD HEADER. S.M.S. (6065 76 ALLOY)W/ • I (_FE SCHEDULE ON SHIFT 15) U 6'D.C. I ) Or 1©Or Q EACH AF LAG SCREWS TO EACH RAFTER TRUSS — i or 13 or 1© I LOCATE LAG SCREWS AT I I MIDNIDTH OF EXISTING WOOD UEPSM t EXISTING MIN 2'x4' OPEN HOLO AT CACTI - 11 WTDS1{ �2?Min.NOMINAL EXISTING--- HEADER HEO'D r.LA55 �- MIN.SEPARATION TO GLASS I -I STUD TO ACCEPT PENETRATION OF THREADED .___._...._-.(SEE SCHEDULE ON SHEET I1) -_. - EXISTING '' I I 5/16'0 LAC SCREW AREAL VALID FOR ( I GLASS-���-I '� AT CENTER OF TUBE. � INSTALLATIONS WITH 72RiI 1_ I I MAX.AS.D. DESIGN LOAD AND Q HV WALL HEADER INSTALLATION I�7�ON SHEET at EXISTING CLASS sp,>z,TION 14 INSTALLATION MAY SPAN. THIS GLASS— lU aAb(SEE 1NSTNL AY IS ONLY VALID 11w taa DA lO OR ®♦ 1 SUVI M� I FCR.000 W/MIN.SPECIFIC 11 FOR 61ME(DAra GRAVITY OF 0.50 AS DOUGLAS : L!AOLSNa©- _ --_ I 17Af6 a)h{,g ♦ FIR OR SOUTHERN PINE No.2 tl . 1-SEED7E5SHEET 4 TOR Trw.L SHUTTER AssoisLY --�- �_---_ OOR® OR EQUAL 2-MOUNTING SECDONS CAN RE COMBINED (SHV CEILING INSTALLATION " IN AM'WAY TO SUIT ANY INSTALLATION. CUJ V L G ST ELATION I - ---------------- —��-" ! blpA AT as �I —O OR WI-_..-.. I I ro�(SEE 1 I MIN. I I MIN. SEPARATION TO CLASS .1 77okLEtlw[Qetao SEPARATION (SEE SCHmULE ON SHEET 11) - EXISTING I H:r a¢r 19 F TO CLASS I l ---- CLASS\ &AaESf?1e (SFE SCIIEJX1lE EXISTING O \' ION SIIEET 1f) I I cl AssJ 1111 1 ALTERNATE 7 _ 1 I I I I ANCHOR 1 1 11 1 I 8 I I WALL LOGITION EXISTING Fn7 ©, -1I---__ • GLASS-_jNISH x. v 310un WA4 HEAD"IX I1' j IDECK FREOU kED O 1SCREWS (NO MI$H 2'.6'MIN.WOOD.R _ MEOWED) DECK REQUIRED(NO --_ _ _____ v _ FINISH ALLOWED) _ {{�----�)-2 EDGE EDGE OF DECK _ _- _ "-• _ � . SOF __. EDGE OF DECK O IF MPUCABLE __-_=__EC7:- CTT __-_- DECK IF IF APPLICABLE 1 AaPUCABLE 1L� ' `•,y I \ 1. 1/4'0-20x USS 5.5. _.� . I` 1/4'0 TAPCON OR FHILLIP2 TRUSS HEAD 2'.-ADN:--- 1=-J---- AJ'l.'x4'Cc1Ni. 111 -: TAPCON wlTll ADVANCED M10' tIAC111NF.SCREWS ^Y - - 1/4'0 TAPCON OR 1'APCON WITH ADVANCED +}SILL PLATE ISI t^ THREADFORM TECHNOLOGY W/ 1/4•-2U NUTS 1/4.0 TAPCON OR TAPCON mTFI ADVANCED 1HREADFORM�/ ._. THHEADFORM TECHNOLOGY w/1 I/2'Mon. 1 -2•MIN. REO'D. �I W/1 1/Y Min.PENETRATION O 12'O.C. TECHNOLOGY'W/ 1 1/2'Min.PENETRATION OF THREADED --2'MIN.---- - PENETRATION Or THREADED 11 P OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE — S EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) V (SEE SCHEDULE ON SHEET 15) ♦SEE UM ATIONS OF USE FOR CXo HV WALK—OVER INSTALLATION U HV WALL SILL INSTALLATION 81Ao D R SHEET 1D WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona A. T1j j'1' ®2015 EASTERN METAL SUPPLY,INC. L\CENSF Tom= BERTHA HVIIA rAccordion Shutter System f1lLTE C 0 iNc. A■ ■ ■A■ H.V.MADE y1 W1 OR W/O RV.WtwaY aADE *_ * American Shutter Systems •o'. �,�-/ J' TILLIT TESTING & ENGINEERING COMPANY Ev. - iD 111-19 GATE DATE- 134 M/ 61p1 '(�� - ASsoctatiori. Inc. 1 OLD i1-1sz 4/IS/15 DATE- a/Ts/1s ?9'•• A. N.Hr.ssu.51..sea.153 . aMA.:(3058.FLORIM1-153 sal 4268 Westroods Drive - 2 PFrone (505)871-7530.Fox (305)671-1551 DRAWING No "" RC1`�.` a-mil:tiilecooaol.com West Palm Beach, Ft_ 33407 a 15-085 AAAiS�oNAL EyG.`` WALTER A TILLIT Jr.P.E. j - FLORIDA LJa B 44167 SHEET P.E. SEALfS'(G1vAYURE/DAT[ 6 17 OF 20 END INSTALLATIONS n HV BLADE OR hA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•N'ema WOOD SNOS REOD. z•.4 YM.,MI00 SNDs uwD. Y•4' 1.'I Ta'ODN 214'161E FOOD SNUDSDS.__l'. / ITOD STU05. (As APPUCAYI.'1 \ /1�• A11pIDa o o'D.C. srmOR v/W. IAt91 '• t/Y f4¢1RAlpf � 3 � ( \ / ro as �Q/ F70S7I10 gA55 I / \ `_ lWS FJD31.� -EASRNO f.W55 Uu51V1G LIK13 w\\ O'"'D fiASi _ YN 5�/RVIQ1 RIIOO�� ____ -X X-Ci0 '^ —_— Ma S64Rala1 ��:>l to awSS(SPI 10 fLt34(SFE "^ PLT1f0W =OY SKII -.--_ TO YAS^i PTE 1/Y ION u0. w - 9OFUAC OV 9fET _SDUME EM SIfET _ _ _ II FOt Y/0.mA•O w.^w^«'^,'.Y• •'�-:: SO®YL 01 Sw RY.00O. --- - - +/t6.) - - roti - - Qa fOR - ---- -11 fOi e.11r lOAro-_ _-- t/Y• _ - __ It 0.]i urtt OaO KR BAC -- - ON9afJlaWi ® (6064-18 - Situ 1e- FN�1 tn•R1talO0D WAI�.SmaQ/� Wl, - I 9�' RR T- ALUI _ --I.. --�OM,"�Q,S(�-------- aA�IDhFA 1 ( QSLR I 1 2•YaL M� o�(DQ) /1D.1/z-sus' ID.1 z sus. Tan, 0t. �L)r11 1 (0le 41ap l Yufwt a v - 4Po,l/z'sys. WVr•Tu•Dolc coals ro 5) Imalt a. c a Uj Op,�jl� Srt Dnu6.Fo 61)00.w COR ,,�� SCE rANNECiroN a..�. / SLE OCUL 11 FOR 1 OR Rwr! TO O S I � wn. (4� �•-�-� 7-a (�-©•O-e ' �-/ �ro� - F�d3=©Oz'( '1�9 i�- TO TRAMS ©O 6�-O O S3- �d�S-L»•e�-�•®- ©n a�•©cU i�- 0.@-0-@-1).@- t� ( -0 !9- Q�•t�D-�€$��®- U t�-O Q-+!(� e006 Qiy-@44-0.0 END CONNECTION DETAIL O S� ®•G�-T9 r� r -\ END CONNECTION DETAIL END CONNECTION DETAIL Qg END CONNECTION DETAIL(SJ OamiNc •frraDelm oar 1oR svANs DfeA11R 1{Yll tY-a• 2'.a'YN.xaDO t/7•o u�co1 313035 1/4•e TI1C01 AW�idS ryO.tn'SJ1.5.-� -._ ��;�—� . SILOS(QfYU rY/+171 w. r/1 1n•YB1\016 OG EasTDc aus-� 1'OR"IRAI01 0 lz•ac f41.LTaA11o1 a 12"..C:\ Toa rR'O ^ ♦ SEE umfrAnONS OF USE F'UR •.adaat fM 9@T ® --�`J BII+OE I®ON SHEET f 0 it fQi DIRE e)ArQI ro ROMs Du .[ a Safi IS iYi :nanufW 5,344 •QS YrOaNagl I IMI euDE 9uO -— M 4 ,19 1M1 1/2.1LY D _e r:✓mac,r1r,�:; .. _— / �-I J. 0. OR(CO- _ _ l/1rn BODaQeR p �/�ry� �/ Si -Y (C3-lD-©•(�-e 13.6$-±^. \-tvaLrvsal z•.rYM.,woO •'rAu_ e�•C4.C"J•(7�17-•\�•Q�- I p`O•�s-�9•l�-�'Qy- 571305 ROOD. r sx fjg.�s•®.gyp 1�..�- PLAN C�i3- CIS 0- tea(I-F3 fD-re)'f�- O rg-Q�is-Ca^t3 OO•f�-0 r_s-0•p DETAIL X END CONNECTION DETAIL Vr END CONNECTION DETAIL rl2 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \a\1tGR A. Tl�r"'%% ®2015 EASTERN METAL SUPPLY,INC. P� ,..• •...% , BERTHA HVTM S S A Accordion Shutter System f L�61 . ■ . . PLV.mAx p W/OR W/0 FIV. wmm HIDE -' American Shutter Systems REX X DESCRIPTION DATE - n0."BY. M.L TIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD n-fee 4/fa/15 DATE 4/13/15 6755 CJ NN,J6t1,. �SI6 JOS,YRLW,Y Ji00L5.FLORIDA ]I TATE OF Sf4268 Westroads ONve z Ph—:(305)871-1530.r-:(305)871-1531 DRAWING No �r ' FLORIDA k��.`� e-Ilton:erz«ooRw..oro West Palm 9each, FL 33407 J 15-085 c°SS O. ENG�C�\\� WAL1t�n aur,0.i,RE a / \\` rLORM U.i 44167 5 SHEET P.E.' &ANM kRE/DATE 6 IS OF 20 -{� °°�m� • GENERAL IJMITaTIQt+s AND CONDmONS OF USE FOR BERTHA W BLADE ACCORDION SHLNTTER. WORKING IN LINISON WITH W WINDOW BLADE II AI 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P.r. _ 2.VAX SHUT"SPAN:96' 1 J.ALLOWED MOUNTINGS A D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O.L U"&W ON SHEETS 16& 17. V4-CS (92�ONLY CENTERMATES 21 (BOTH W/tr14 OR 2�_St f3tE ALLOWED OF WITH 61) Om®m r �� `-' IAYDUT MUSE 8 ALuDroLON Y ATpODrTONORR ACCESS SIDE OF OPPOSING TYP.EA END • • ♦ ♦ 5.(A)HV WINDOW BADE @SHALL ONLY ALLOW A MAXI"OF 5 OPENINGS; d �� ♦ (3-0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. -_ .- _MAX.5 WINDOWS 7cE .-♦ • _♦ _• ♦ . - a _ ! _ ' + _ _� __ ._ ANY 3'O OR .SIiPll.-BE802. EDGE OF HV gNOUN TOP OR CEO +. - ALLOWED AT FHV w _ - _ — _ - - _ _-_ _. _ ___ - - _. _ WINDOW BLADE @ (C)FIRST ORBLADE COMING OUT FROM STAR117t5 AT ENDS MAY BE HV \ WINDOW BLADE � (D)HV WINDOW BUDE 1�MUST BE USED ALTERNATE 10 A SOW HV WADE THROUGHOUT STURER•s N1DTH. c ♦ -., ... ♦ . . (E) TES TEs SHALLALWAYS 8E INSIAILED ADJACENT 10 A SOW 10 g BLA10 DE 1 AT ETIHER SIDE OF THEM. , M (F)POLYCARBONATE NN WINDOW Lay SFU11 BE INSTALLED SO TV 7A�FACE SEE END t', g THE INTERIOR OF THE OPENING BEING PROTECTED.W WNODW(4 MUST BE CONNECTION _ • ♦ ♦ • �O.F4' ONLY INSTALLED AND LOCKED USING A W SETING TOOL PROVIDED NT ASSA DETAILS ON SHEETS 10& 10 TYP. ;Nb INC ruLL Hmir. I W9�${- * c &SFE ANCHOR SPACING SGIEDUIE FOR INSTALLATIONS INTO WOOD FRAME 1� �� /-1 F6p�a 8uWNGS ON SHEET 15,AS LIVRED UY SPAN AND DESIGN LOAD(SEE NOTES 3 P P 44 $ 9' 1 &2 ABOVE). 8E�^ C.. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED S CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMffED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: �1(SEE PINI FOR REQUIREMENTS) ' , y' TYP l D H TOP&DOTRIY W C�at�41 oR���i WIND ZONE NWYUN SEPARATION TO CLASS ---'"-- ---- -----------UNUFAIIED W10TH----- - ------_.- --------"----------_J L 7HRU J 1' ELEVATION MN DTMLIDON TO caws - --- ---' -- -- EXISIING GLASS— $EF ON TIES ON NCR 11 FQ2 F3 (�; CH DOS SLEET TOR LOA 0 �L7 .. . � tt. - --"Co , 11, O 11\` — 06 y.. `ECJ' TMP. $MMM��-,RIC/y.CFMERMAT-S 21 (24 �� ��/--...--- --- w/o SV31(SEE NofE 4 AnovE) PLAN' TYPICAL j) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE LA-AA SHUTTER* N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone, `1111111111111N HH1IIIIMM' ®2015 EASTERN UfETAL SUPPLY, INC. R a. r� BERTHA HV fM A S S A Accordion Shutter System ■ ■ ■ ■ FLA. 11"#1 W/CR W/0 KV. NINDDW DDE *.: ! Am9F�COn Shutter Systems EV.- DESrRIRWN DATE DR1WN BY: N-L TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/t3/t5 STATE - ��N.W.76m.SL,Sta.705,NRgNN CN 0EN5.iLORM 3316 ¢, Phone:(305)871-1530.Fm:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No O •, F k,` , a:t —0-1— West Palm Beach, Fl_ 33407 3 15-085 R SEN-0006719 '''moi``-VS'Q••••••• •••f\``�5� WALTER A TILUT Jr.P.E. 4--_ __ P.E��+3GA` ' 41�ttV1�1E/DATE FLOHUA Uc. A9167 S SHEET 6 19 OF 20 6'x 1 1/2'x 0.035'THIGK 1• o --1 MOO"Max..r Min.ASTM A-•893 CRADE 40 I M!n4VAPoE,S':I INSTALLATIONS Wr .1 HV BLADE & .HV CENTERMATES 1 1 Mia.L MU AT STEEL ..i:2�- .�'•'" A3b INTO. METAL STUD .WALLS �` yo.p�-.o6' �r0 tv METAL SNOS AT 16.O.C. w - -----j _L®s D.C. 40 47 m.Op. 1yz.0 475• 4C3�a 1/4"0 NOMINAL W * GE N NDffIONS O USF ALUMINUM SLEEVE 1 3/4..6,/c•x Dais•THICK Nm.l -43c. ...43a FOR BERTHA 1 W BLADE ACCORDION SHUTTER 6063=T5 ALLOY COM.CALV.SIEEI,iRACN CHANNEL•I B 8.O.C. O 6'O.C.^. STEM INSTALLATION TO METAL STUD WALLS o ASTM A=G53 GRADE r0 1Gn.G-60 I ,, •, r----� - - SEPARATION TO GLASS SCHEDULE N 3.oDD- . GALVANIZED FA57FNFD TO SNDS .I... Max. Wx1/TE TOR FACE ON EXI ADPL FlNISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) - 11Q224"EXIEWOR FACE I -AS APPLICABLE t/ D. 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION Asa LENGTH + 1' I MIN. SEPARATION I, 3. ALLOWED MOUNTING:MS ON THIS SHEET. E-7996 TO GLASS - -- - tO1snF1c cuss--, - - - - --- - - ---- - 1-- - - --(sFTTOCLSSSCHEDULE) 43 � J4"0-20X3" BOLT I 0>T) "' 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 1" USf PFNt�RATE 43c t" -__- _ -- _WITH 21 ARRANGED_ -A SY METRICAL.LAYOUT.. -_--_ _-- - - _- _ _ M USE OF (2).35 (6" LONG, MINIMUM) MUST ALYJAYS BE 4 4" I J/4'x 6 1/Cx 0.079'THICK Win.i .EXISTING FINISH INCLUDED AT�IOR-OR INTERIOR ACCESS SIDE OF �t.373'-I CONI.GALS.STEEL TRACK40Min.IMNNEI j AS APPLICABLE I -�� CENTERMATE. .250' r-.oso' ASTN A-Gai GRADE Nin.G-60 , GLLVANIZED FASTENED TO STUDS 1 ��- ! W/(2)46r1/7•TET(SCREWS ON -I(•43c_ n _ e _ R0Efa0R 8 EXTERIOR FACE i 0 6'U.C. ®6'O.C. '1/4"0-20 THREADS o W 1 BLADE SLACK DETAIL HVF IS ALSO VALID FOR J4 ® "0 CTION ELCO CONSTRU � 11z' \`(1�2 CENTERMATE 21 APPLICATION WITH BLADEj; PRODUCTS FAB—LOK HD Qi. 6'x 1 1/2•x 0.035-THICKI ® 6" O.C. •;.vivaLs. ASTM A-697 GRADE,o '.Z",wa;, COMPONENTS Min.G-60 GALV.STEEL !' _ - . I MS WALL HEADERISILL INSTALLATION METAL STUDS AT 16'O.C. �n. _...EXISTING FINISH AS APPA ICADLE SCALE: 3/8'= 1' (TYP.TOP k norTOM) A VA _._..- -.---...__- - 1 3/4"x 6 1/4'x 0.035'THICK MinEEIL . /E70SnNG GLASS _ _ _ _ _ _ - STM -65 MW TRACK CHANNEL, ASTM A-653 GRADE 40 Nin:G=60 ST ' -, ii ( L C/VANIZPhO ASTENNECE ST (2)46x1� SBONSYMMETRYCASYMMETRYCANLN. SCAATIONAEs.' INFERIORI To crass z 7TERIOR FACE43o 436 43ATES SEE CHEDULE) Max.I CENTERMATES CENTERM 4' EXTERIOR ACCESS SIDE. ;.:.INTERIOR ACCESS SIDE --- -------------------- ------ ---- -------=•=----------=-- r------ ---- ----------------Z C—C ------ - -_ ---- ------------- '" --------------- 6•(TYP.)-_.__.._... --1 I N 3 J(6"Min.) ., I - IN - - —- ----. _. . - - _ _ _ -------------- ----- -- -- --- --- -- - ---- ----- -------- Y I -J (/ \J 21 -- ' 21 21 I OG/TED AT 2 _ _ _ HV HEADLR,54L ENDS - II -`�-------�_'�- -- - . ---- - - - -�-- - I - VIEW. Y �4� 1-2 / L- 3 1/4•(TyP) �(6"Min.) � 24 - f � SIDE CONNECTION TO TRACK (Cont.) 6 1/2'(Typ.) _ -7.. ..-___7^-.-.. I----6 1/2•MAX. SLACK *#—_- Ij/� BYR BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `AA.�R,11H1t�gF / ©2015 EASTERN METAL SUPPLY, INC. % A•T<<ir BERTHA HV;M A S S Acordion Shutter System H L E C O t Mc. ■ ■ ■ H.V.VBLADE#1 w/OR W/o H.V.WINDOW MADE j 1 _ American Strutter Systems icvo M. DESCRIPTION DATE.. DRAWN BY: ML TICCIT TESTING do ENGINEERING COMPANY a39s N.W.3cH,.St.ste.w9,v IN:X CMDONS.fLORIDA 331 Association; Inc. , OLD 11-192 4/13/15 MTE: 4/13/15 Phone:(305)671-1530.Fax;(709)971-1531 4266 Westroods Drive 2 DRAWING No per . F�ORIOp c� a nnai:611aweaa.ea,n West Palm Beach, FL 33407 s EH-0006%19 15-085 FS•••••.....••�`'�\`N•� WALTER A TIL Jr.P.E. - - -4- - S/Cl \ 5�DATE 20 OF 20 FLORIDA Uc.4 441G7 s SHEET P.E. 9FAJtJr 61ro ; 6