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Home My WebLink AboutProduct Approval Portames LLC 5813 Spanish River Road Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 85.5" 38" #2 59.5" 85" #3 59.5" 85" #4 59.5" 85" #5 59.5" 68" #6 43.25" 68" #7 43.25" 68" #8 85.5" 68" #9 108.25" 103" #10 59.5" 68" #11 82.25" 103" #12 118" 68" # 13 59.50" 81" #14 59.50" 81" i 1r� o �1 `e SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Pacts Publications POC Staff ! BCIS Site Map Unks Search L l3 w Product Approval 'tr r �.USER.Public User L"�•rr..ar, is Product Approval Menu>Product or ApnRcation Search>Apolkatlon List>Appftcation Detail FL.' FL389-R9 sL ) Application Type Revision Code Version 2017 Application Status Approved 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 Authorized Signature Bili Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann]r, CJ3 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 1_707 CERTIFICATE OF INDEPENDENCE,PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE 11).PDF EL389 R9 CDI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 0911812017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12112/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Dnvg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 It AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD toad pi 382 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w10 window blade,5'-2"for I10 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes 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 wails is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure;N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.toad for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f,for metals stud mountings and W-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1,389_R9_II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD toad Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Noxt to ::22691 Slaw Sb=Read.Tallahassee fL 32349 R.—850-307-1824 The State of Ftorida is an AA/6E0 employer.Copyright 2007-2013 State of Forma.::privacy Statement::A sa ibititu Statement::�efurM Statement Under Fiorida taw,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 mallto this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.407.1395.*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 emans 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 w,th an email address which can be made available to the public.To determine if you are a licensee under chapter 455,F.S.,please dick here Product Approval Accepts; GENERAL ANTES: 1,BERTHA RX,ACCOPOKIN SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTto)HAS BEEN VERIFIED FOR COMPLIANCE 114 ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILOINO CODE,T1415 ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLCO AT HIGH YCLOCAUMCANE ZONES, DESIGN WIND LOADS SKILL 13E DETERMINED AS PER SECTION 1620 of ME ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED By THE JURISDICTION WHERE SHUTTER WILL TABLE-SE CONTENTS BE INSTALLED WITH A MROCTIONALITY FACTOR Kd-0,85,USING AMC 7-10 AND SMALL NOT EXCEED,THE MAXIMUM(ASAX)DESIGN PRESSURE RATINGS INDICATED ON SHEETIS 11 THAU tli, t9&20. IN ORDER To VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WHO WADS DETERMINED PER ASCE 7-10 SHALL 13E FIRA .-W-8 DE !ST REDUCED TO A.S.O.A�S.D.DESIGN WIND LOAN AR -IS.-M&AXI By MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX,(ALS-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEET I IN ORDER to VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.D„AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 10 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 AN&YSIS,HoWEVCR,A WIND DURATION FACTOR CO-1,00 WAS USED FOR VERIFICATION Or FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHE"3 BERTHA HV,ACCORDION SHUNTER SYSMIrS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT I=HAS SEEN VERIFIED IN ACCORDANCE MITI SECTION 1600.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATE.ArPOW& TYPICAL WINDOW BLADE&WINDOW DETAIL -W BLADE 0 10214.01-03,107154t-03,1IOCC01-05,11214,01-05,1031702-06,10604,01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND AM E-1886 AREA-2: W-BLADE 0)AND HY WINDOW..13 AIDE AND C-100 STA14DAPOS(MISSILE I=%WIND ZONES 1,2&3)& 01220,01-10 AS PER US 201,203&203 PROTOCOLS LAKE MISSILE (WHEREE-APPLICADW -HV WINDOW BLADE 9 10505.01-08 AS PER ASTM C-1886 AND E-JO06(MMSiLe LEVEL 0,WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND 0 072$.01-89 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(„)i AND W VA14DON OWE 0 ARE ENGINEERS[)TO MRK IN UNISON WITH EACH OMER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON S"Mr 10 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA HV,ACCORDION PINS(W SCREW,USED AT GLAOCS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x7.75*AND 014x1.75'RESPECTIVELY,00-Hr MINIMUM SERIES CENTERMATE CENTERMATE ALTERNATING DETAILS!N SHEET 9 DETAILS HY SHEET a STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kof TENSILE StRCNOM.PINS SHALL BE COATED WITH BERM W OACROSHICLO COATING SYSTEM AS MANUFACTURED BY APPROVED COOING OPUCATORS,RCCIS%RED WITH AMCRICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE MY MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4,ALL ALUMINUM EWRUSIONG SMALL PC ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30,0 k9i AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET I I GNS-TO ALLOY. ANCHOR SCHEDULE- CONCRETE&CLOCK MW 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Aral SERIES 09 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD SM14GTH AND 90 k4f MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 24111.3,14, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 0.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 30 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D i 12,13,14,16 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET IS INSTALLATION DETAILS S-X'WOOD SHEET 17 W MADE 0 WORKING IN UNISON: 12. 13& 15 END CONNECTION DETAILS 7-112&X, WOOD SHEET 10 EL THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM SEARS A U.S,PATENT 145*770,582,COMPONENTS OF THIS APPROVAL ARE COVERED.IN ww=OR IN PART BY U.S.PATENT 05-458,t79 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: W WINDOW-BLADE A.-ON 0,IT SHALL BE T14C RESPONSIBILITY Or THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SWCAULX ALL SHUTTER COMPONENT ENCS It"CH REMAIN,TIIRU rAsTENtNa IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WIRE WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERVY CLOSE AM W AND No AREA 4;-HV WINDOW B-AD E CD ONLY CENURMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION At ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL at PLACED FOR EVERY OPENING.LABELING To COMPLY Wem SECT" 1700,02 OF THE FLORIDA BUILDING CODE. 12' BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY VON SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION V44ERE PERMIT 19 APPUW TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER 19 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE$IT CONDITIONS DEVIATE FROM THE P.E.A. (b)CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY or THIS PRODUCT,BASED ON THIS P.C.D.,PROVIDED HS/SHE DOES NOT DMATC FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE COMPACTOR'S RESPONSIBILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED IT(ANY MEANS, d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FDA THE PROJECT AND WHO WILL BE 56'PONSIOLE FOR THE PROPER USE Or THE P40,ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P1.0-ENGINEER SHAM SUBMIT TO THIS LAM THE Sag SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL PX D.SHALL MR THE DATE AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONAL CNGINEER or RECORD THAT PREPARED IT, .'40011�11�lnvl FLORIDA 91011 CODE(Non High Velocity,Hurricane Zone: D2017 TILTECO,INC. V 2017 EASTERN METAL SUPPLY, INC, 44 BERTHA IRVTI Accordion Shutter System MIL E C—0i 7we HLV. MADE#1 W/OR W/0 KV.ININDOW 0" AwSmSmAN 1 r American Shutter Systems ;CV.fk _DATE qqkw" TILLIT TESTING & ENGINEERING COMPANY Assoclation, Inc. I OD 15 VATF, 07/27/17 6355 Me,3aft sLI sW 308,%1=144 WDDO.FLOW&331 Ph—:(305)871-1530.F..t(305)871-1$31 4268 Westroccis Orive DRAWING No ed1j;tIIt.eeaAe.'c_ 3 L 17-107 WALTER A-TIUJT Jr.".r A FLORIDA Uc.1 44107 5 SHEET OFM �0 West Palm Beach, FL 33407 P.�,�t'CAt;/RW4 URE i)ATE —9 n 5't volt wtvatm VARIES 7,491. .._l_... I .09 37 ELS HV..SgLiD BLADEHYUNIVERSAL LOATEo HBO;f.�Bb• .TART R CQVER UNDER US PATEN: 545D179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADEQ �4 i(yDIR CE T MQUNT 14V BLADE 1 - WINDOW__9LADE�' 6005-T5 ALLOY AND TEMPER QUALIFIED"FOR UJIE W/ HV 0063-T6 ALLOY AND TEMPER ''SEE LIMITATIONS`OF USE OF BLADE®ON SHEET 10 BLADE 176 .37" S 6003-T6 ALLOY AND TEMPER 6' t 6063-TB ALLOY A TEMPER ,12d' ,.I� , • � �P• , .fl94' 72 � � 9aa n ;4N... I yV ADJ ADAPTER w� ,. 12 . Q zza' a. QUALIFIED FOR USE w/ Hv g( w WALK—OVER TRACK —�.9�0 LRACK BLADE O QUALIFIED FQR USE W/ Hv ��jV TRE�Ck_TRACK g' HV ADJa- 6063-T6 ALLOY AND TEMPER BLADE(T) QUALIFIED FOR USE W/ HV QUALIFIED FOR U E W/ HV 6003-T6 ALLOY A:TEMPER BLADE TT}ONLY, NV..RA(NGU . GLADE(T 6063-T6 ALLOY AND TEMPER OUAUFIEDBFORREU„BE W/ HV 6063-16 ALLOY A-tJp TEMPER 1, VARIES 1936' 6063-T6 ALLOY A{�T)D TEMPER ax. r„ 1.917' 2R0 ow '083` 083 .100 .a63' • i 3• 3• ' _ �. 0!Z ag .�I %�' I 670 Ir 970 1,696 670 3I) 3670"_ 11 fel CEILING HEADER � HV HEADER SILL t3 HD CEILING HE Q IFIED FOR USE Y// HV BL40E(1�ONLY, QUALIFIED FOR USE W/ HV SLADE{T OPJLY TTYY 6063-T6 ALLOY AND TEMPER" QUALIFIED FOR USE W/ HV BLADE 1D 14 HD WALL- HEADER/_SILL SEE SECTIONS FOR VAL101 SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6003-76 ALLOY AND TEMPER BLADE Q ONLY. 6063-T9 ALLOY AND TEMPER OOVPONENT A 0 T1 T2 x Y t 1" b9-V,x Mk Y LC•L t � t 2' 1 2' 0.1 6' f' 1' 0,002• e (13 2' 5"rAa1L1 1/8' f/8' f 3' 3" 0.090' f8 2' S'MAX. 0.192' 0.192' g 1 fi SIDE_ANGLES20 CO RE_ POS75 QUALIFIED FOR U E W/ W ALUMINUM ANGLES 19 2.5• 7'VAX. 0.190" 0.190 QUALIFIED FOR USE W/ HV BLADT 1 QUALIFIED FOILUSE W/ KV BLADE 1 EM 0063-T6 ALLOY AND TPER Gtl83 BL DELM ONLYTEMPER 2" 5"MAXI 0.139' 0.131' 6063•-T6 ALLOY AND TEMPER ,rra u,py. FLORIDA BUILDING CODE 'Mon High Velocity Nurricone Zona Tt/0 "'Li 4 7p1,4 02017 TILTECO.INC. r 2017��EASTERN METAL SUPPLY, INC. t � /r r'6 fir TM - 11 L 1 E C d�? t m e. . ,� ■ w Accordion W1 On Shutter system s'•`�� yJ --.,�� _ KV. RADE#1 R w/a KV.tMrncuv manE rY�ls/r� r TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems LV. 0¢stalvTaN OAtt oaA 4 !3 Association, Inc. + OLD 15-a65 7 27 1 DATE: 07 27f 17 TE OF �35z rLw.261h s+ eta 305,v aca cA awo¢Ne,clamaA arse Fav:(305)971-1531 4268 WostrOods Drive a DRAWING No iii IDa.;1• I A'+QY Wes( Palm Beach, FL 33407 a 17-107 • //�•••" • WAtUR A.Tfuff Jr.P.E. d V r• + rLOWA u<.0 44167 S SHEET P.E� D+TrY>k'EJDATE 9 220 46 r--•--•--e-;8 "4 10 P"4120 (IJED .ED I CAST T c"y OR= .062' .318" *V.W';S CWNDER VIAS mpmm &KEYS(OHRI)VE (CkROUt PIX01)) HV_ -CEMERMANTE QUALIFIED USE W/ 14V BLADE Q)&e ONLY V2, 14V,FLMN(; 0$ TO ALLOY AND TEMPER HARDIE 01 QUALIFIED60R 4E W/ HV QUALIFIED FOR USE W/ HV Do OU ED FOR USE W/ B�TEMPEI ONLY 6 ALLOY I LADE & ONLY. BLADE(D& 0 ONLY. 6063-T AND 14V CORNER CENTER TE. OALIFIED FOR USE W/ W SLADE(I)ONLY —250*O.D. 0. 's. 0063-T6 ALLOY AND TE PLASM krm J! 21; MOLDED TO _ - _T_n If--6,J I JIL AFTER RIVETING 0 nEFOR9 RIVETING 114 THUMBSO *SCRIES 9444"1041JU(2024-73 ALLOT')LAMC fVJW THIN'7 S EIT NUTSERT,PART 0029,AS 0AAKIVAACTUrED By AVD9L 2 3/4 i 275d S.S— PLAN FRONT V.VAMN Hy MALE "T! 4586" WARY=Oft PARSIPPEKY,NEW JMCY 07054 OR eGIJAL. @ HY ALTERNATIVE'+9_C_K QUALIFIED FIRNE�Olxy OUAUFIED FOR USE F ,27 _LOCKCR_FOR_"r LO_CK__CENTERMA FOR USE W/ HV a I ONLY LOCK ENTERMATE QUALIFIED 6063-16 ALLOY AND TEMPER FO USE HV QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W1 W BLADE ONLY W1HV BLADE ONLY, BLADEONLY, 6063-TO ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPIP 7---13.161 '83 _THUMOTURN 1: CyUfIDrR on .063 ..062' KEY CYLINDER .214* -1 .214" V/ I L q25'Mo3t xL) x. . CENTER-MLYE W NO LOCKING 0 # LH11—CENTERM 40 0 0 ' QUALIFIED FOR USE W/ W BLADED& UA QUALIFIED FOR USE W/ 14V BLADE(!)& (LA) r— HD CENTERMATES INS9,R1 600-TO ALLOY AND TEMPER 600-M ALLOY AND TEMPER VARIES. If PIN. 2UAUFIEO FOR USE W/ HV BLADE(D& /4'0-20 5saw-f-Is f t 5063-76 ALLOY AND TEMPER ----rc UM TURN ADEX1/2' 0 OR YUNDeR L LDO KEY f 51 MINDER .78'Mox. LOCKING R HD_-LOCK QUALIFIED FOR USE W1 HV BLADE(D BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOOK. 6063-T6 ALLOY AND TEMPER U6 H-V -3/8"OA—M-ACETAL w 20 AISI 304 9 INSTALLATION WILL REQUIRE A 7/16, HOLE THUMBSCREW-$ VERIES %S,-THUMBSCRIM QUALIFIED FOR USE W/HV BLADEG)& G A V QUALIFIED FOR USE V// HV BLADE 1O �h If DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR 13WE(D FLORIDA BUILDING CODE(Mon Niq Velocity Hurricane Zone, III,-,%tjk A. t/, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, l,lE. BERTHA HVTM Accordion Shutter System A.S.S.A,, N.V. RADE#1 W/OR W/O KV.WIMOW MADE 7 American Shutter Systems qCV.go DESCOIPTION DATE DRAVIN BY, I.D. TILur TESTING & ENGINEERING COMPANY Association, Inc. f OLD 15-085 7 st�St.305.VIRCIM GARDENS.FLORVA 3316C 07/27/17 S ro.;(305)871-1531 4268 Westroods Drive I DRAWING No A 0-0:Vft.0.0144. West Palm Beach, FL 33407 3 <,"'- ZORV� 17-107 &. ............ WALTER Z Twy J'.P.E. PLOROA U.#44N57 5 SHEET 'E. 'S R DATE e __3' OF 20 SHUTTER ASSEMBLY SCHEDRUTF-rOR 2 MIN, 04C HV Q HV 41r@ TO E T4P J075- Hv BLADE 1 WIND"MADE oi2a. 0625 .626• HV GLADE 1A �1075- Y KV LONG RECESSED NYLON GUSHING KNUCKLE)i 0625- (ryp) 1 11 0 ; 14V SHORT RECESSED NYLON BUSHING hv R1,760 HV NYLON 14AT WASHER OR 0 3 60' HV WHEEL CARRIAGE AISI 302-303 SERIES 4d Z, 44 60' L 0.670"x3/1 6' THICK NYLON WHEEL. - 2 7/W MW, CLEAR 0.198"0' AISI 302 SERIES SZ. RIVETS SEPARATION A 315,0 GMEEN -- — -- A BLADE a HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOROPENINGS ON CENTERS'W2, @ 7 .7500' HV 2 3/4- ACCORDION PIN W/ #8 HEAD T L 11"1-/4 i T-y P I CA --WINDOW E a AND POLYCARBONATE IMPACT RESISTANT HV WINDOW P NDOW -- W1 -DETAIL OOR @ or VI NOTE D C10"UIREME A04) (D OR @ �cp�ZL�(+ NATE It�PAC�E91STANT HV WINDOW f BAYER MACROLON 3203 POLYCARBONATE 12'MIN,CLURA JCe RESINS, UV-STABILIZED GRADE OR BASIC TO BLADE Bon w INNOVATIVE PLASTIC LEXAN 103 RESIN N REQUIREMENTS AT EXTIERI[OR SLADE KNUCKLE FOR (SEE NOTE -F- ON SHEET 19), H (f) w-fib a)0 R 1 1 j I J (1) HV 131f4 E) SHALL ALWAYS BE USED AT ALL EXTERIOR IRS BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR I i POLYCARBONATE SOURCES FOR(9 EXTERIOR HV (9 SLADE, WIC AL SHUTTER ASSEMBLYr(wk.PROPOrres Iff-vam NY PIN @ OR(4?At pi"f02 '"'A°ko (2) 14V PIN G) MAY BE USED IN LIEU OF (9 AND ONLY AT EKT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D 00.324-� ASTOsewn1"93 M043 AvI., 0443 wt' (SEE NOTE*FOR OTC=C SLADE WHEN CORRESPONDING TO INSTALLATION 'll", SHEET 7 REOUIRERIENTS) jVd[LE'A 5MVZn4 AM ow 9,400 0.1. 9,m Z" .D4 t0`TRV,1N AT"OD ASM 0741 12. P" 13,400 0'41 yy FLVN�4 (3) HV PIN C OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER 4-0 FLMUL CDLWS A=07" .1000 O.,x SA5.0w P.O. Na%wo aco &VM=4 I a FT-�041 11".0/m SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 5-11 SHEET .0 rOEOM EL -CARRIAGE DETAIL 5um rimy ASW 02JM$ 47.2 X 0410 x MAX #N.105, w xwol AM 019" 1040-f ON)If AS EMBLY LAYOUJ PATI or UVW10 AVA V,3O C-I CLUS C-S CLA—Z ArU 0155 folm snagm AFTER vvuwv;4- ASM 019 93"PA 1. to,*P.U. Q) HV BLADE GA HV To=M=bum�TAT�W,1, $00$34 , 2461 P,.,L . IWO P,#J, SOLID A WINDOW WE DETAILS W 13LA .,A A.TO`-N- FLORIDA BUILDING CODE(Non High Volocity Hurricane tong' 02017 TILTECO,MD. 02017 EASTERN METAL suppLy, INC. -BERTHA HVTM Syste Accordion Shutter In =1L ECO INC. A.S.S.Aw Kv. MADE#1 W/OR WAO KV.WNDOW BADE American Shutter Sysfems DATE MWN DY. LC, li TILER TESTING & ENGINEERING COUPANY Assoclaflon. Inc. I OLD 15-085 07/27117 DATE: 07/27/17 M.S11 V.,005.mgmak CAROMS,PLORIA.131" 4268 Westroods Drive 2 Ph-a;(-M5)871-I530.h.:(305)871-1531 DRAWING No 'y kp v toc4ftf—� West Palm Beach, FL 33407 —3 17-107 WALTERA TXW J,.PZ. rLOWA U.,j Z167 5 SHEET P.E. SEAL/SIGNATURE/DATE s t OF 20 NOTES ON Hy LOCKS AND CENTERMATE ' A B C b 2' A Y N 3 T U •� Sa ��,�� 1,,u,�uDATORY CONORIO /t:ONE HV LOCK�or�SHALI.RE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB pW 2 OF SHUTTER SPAT OR SPANS UP TO 105',AND FOR INSTALLAflONS T ANY ELEVATION,If/LOCK or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOOK,ATTACHED TO OR RK I b.1CENTEITUATES W/(2) 1J4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPtCA4 SHUTTER ELEVAT ON, r55O� Q. y 2, g k ft•1F DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO Tw,�1 LOCKS Q,9,7,�CR¢�fMY BE USED AS AN INSIDE OR OUTSIDE L06K, CONNECTION OF LOCKS TO CCNTERtMTES�.r { ACATi0NH0 LOCKS SHALL BE AS INDICATBE AS INDICATED ON NOTE ED ON TYPICAL SHUTTER ELEVATION. N 32 1S USED_y//TWO N V L �)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 L6 aat0 at l °` � BE LASED tF DESIRED TO ENHANCE SHUTTER PERFp MANCE IOCKtNG RODS dR AN ALTERNATIVE DEVICE Y 11 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ` 4,MdMelDftt'CONDRION {2:ONE HV LOCK 11 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV Loy or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, F ATTACHED TO 9 CORNER CEtJTERI, TE W/(2) i1 0-20% 1/2'LONG FLAT HEAD S,S.M.S.TWO LOCKING RODS SS I AT TOP& BO OM SHALL BE U5ED. 40CATION OF LOOK SHALL BE AS INOICATED ON TYPICAL SHUTTER ELEVATION, 1t00 WJaMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 5. �.^�IONE ALTERNATE HV LOCK UAY BE US IN UEU OF t+V LOLK �or FOR AtJY$PAN ANO \",l,1 �'B �� INsr (ATOt15 AT ANY ELEVATION.AL ERNAT LACK IAAY GE USED AS AN IN51D dR OUTSIDE LOCK.ATTACHMENT �"' � age �.� •- OF Tfl C-20%3J4"5,5, THUMBSCREW TO�OR rCENTERMATES SHALL BE MADE Wj J/a'0-ZOx3/4'ALUM. If� A Eii - "Hyp `og RM'UT AS SHOYM ON SECTION HVE, SHEET B. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR N!0 Q LOCKS AT 1/3 OF SHUTTER SPAN, �, QJ S,1M nATORY DNI II'43 FOR KEYSME MOUNflNG INSTALLATONS• ONE HV LOCK @ or e'or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOVI 1/2 OF SHUTTER SPAN FOR SPANS UP To BB',AND FOR INSTALLATIONS AT ANY ELEVATION,HV LACK a or 23 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES WJ(2) 1/4'-20 K 1/2'LONG FLAT HEAD S.S, SEE EtdD M. LOCATIOOF N BLOCK SH LL BCOME S INDICATED TO ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS W/ CONNECTION Y. DETAILS ON Me N I J K 4 P 0 a V W % 1SHEETS,iULL n � � *NOTES ON HV "T" LOCKS AND CENTERMATES OF CORNER 1 91N"`H0 CENTERMATE moi,ONE ALTERNATE HV'T"LOCK MAY BE INST�.I.ED IN LIEU OF HV LACKS 4�OR ,�FOR ANY SPAN ANO ,f"A�le'l,r3i�(p"1�t0•( w tNSiALLATON AT ANY ELEVATION.ALT TE LOCK{SO AAY 8E USED AS AN INSIDE OR pU tOE LOCK.ATTACHMENT �CC:: OFVn'LOCK ItICLUDE5 USING REtNFORCIkO LOCKEF3"t A5 SHOWN ON SECTION HVG,SHEET G, WHICH MUST BE CONNECTED TO CENTEROR MATES AND WJ 1f4'a-2O K 1 tf2'LONG S.S. THREADED BOLT Wj 7/8'0%3j32" Q+�] •�J aa. 7 .@ oaIMU AHOVE AND BE LOWiMIDSPTANS USE tlF TWO�LpCKING R OS S�5`OP M10 B OTOMT IN'7S IAAtJDA OIPAN OR 12' @•� ta.�je«�js .(7)' Cj. }�p,fl..t g•t�5«tr"�a. 10 aN HD Locxs_&F CIMAS 1 ND LOOK +)_YV�ND CENTERMATES E OR 3$W/Ems. : ONE ALTERNATE NO LOCK Q MAYBE USEO IN WEU Or TYPICAL HV 9LApE SHUTTER ELEVATION w LODKs(2j ORV FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK @ MAY OE USED AS AN INSIDE OR OUTSID LOCK,ATTACHMENT OF HD LOCK 44)TO @ IS W/3#8 K 3/9"F.H.S.B.M,S.,AND INCLUDES N,T,S. REiNFORCEUENT INSERT, AS SHOVIN ON SECTKINS HOB- AND DC-MVC,SHEET 10,LOCK MAY BE INSTALLED AT MIDSPAI OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS C5!IS COMPLETELY OPTIONAL, FLORIDA BUILDING on High Velocity urrf6ong one 11+ Q�. ..,, /71•�.,' 02011 TILTECO,INC. LrJ 2017 EASTERN IAETAI„SUPPLY, INC. 4' :'��CEIVs .,�'�z _ E TINA - TM /777,ME c a A■S.T,S.Aw Accordion Shutter system KV BLADE#1 W/OR W/O N.V. WNDON GLADE American Shut#er Systems Cv.N DESCaI oR DAT DRAWN Rv o. /'t iIlA1T TESTING tc ENGINEERING COMPANY A TEF Aasaolation, Inc. + OLD 15-OBS 7 27/1 DATe: 07/27/17 6353 Nr1,3.tK St.,St..30,+IRO,« DNMENS,fLaVA 331 F �� Phan.:(305)671-1030,roe:(305)071-1631 4268 Wostroods Drive 2 DRAWING No is '•.,,,,,,,,.•'�,� L .- .3:Wt. 0.a.00m West Palm Beach, FL 33407 3 _ 1` EB-CM1119 17-107 1 WAVER A.rUff ar.P,E. J P,E. SEt jSIGN'A{1`UREf DATER u`.t u167 s SH 5 T 8F 2 ONCRETE ANC1111 POURED CONCRETE j POURED (SEE SCHEDULE Q4 OR CONCRETE BLOCK POURED CONCRETE REOUIREO 1 4 e-20zsl4'S.S, CONCRETE REOUIRM SHEET 13} �,^_,„,._�,,,. CONCRETE ANCHORS I MACHINE SCREWS pEWiR 0 0R I. _(SEE SCHEDULE ON W/1/4"-20 CONCRETC ANCHORS I Q r8rCII N£(SEE NSUM0®ON SaEET 7) i SHEET 13) NUTS 0 12'OC. /. (SEC SCHEDULE ON SHEET t3) f%rn. t/4"0-20x3/4•$s, -- r 2 CRi 4 EO Eo MACHINE SCREWS - _ �ED 0 __ _ USING 1/4'-20 NUTS t ___ 19 1 t/2", 8 t2' I.C. jr 250'u5x. - (3 S 13( _� oa i5 - ---- IE.D." E.D. .250' .250"MOz, E.D, I •, C !Mhz. C i E r OPTIONAL i t I i - �• `OPTIONAL I IRi o'EPMUIdary ' F 11� TAaLE � ZSR �t CE SEPARATION TO SHEET GLAI 1 u7 g¢Er 10 r '_t J Ew�gMAZ ('�-(SEE SChEDULE ON SHEET 1 t) IS IN Uftt.SEpAPATiON TO GLASS r ' GV55—••1 "(SEE SCHEDULE ON SHEET 11) EXI" r 1 G1409 1 @ HV—WALL HEADER INSTALLA-110N WV wAM HEADER_�STALIATION HV WALL HEAb,�INSTALLATION i• K-YS� TONE EXtSntia MIN.SEPARATION TO CUSS CLASS--. M++,ffitYutwNrs�� '"AA'I� i 1� r 1 EXISIIN0� (SEE SCHEDULE ON SHEET 1 t) 1 W a7S3(SiY UIN.SEPARATION TO GLASS CLASS(SEE SCHEDULE ON SHEET tt)C71 9051'19 RA4R'S 019OPTiOtVSI I I r NIP..oPnoNALE.a.' EQ CO 2 OR i b 1/4'a-2ors/4'S'S. M'"'~ ETED PHRIJP'a TRUSS HEAD Tfa"a-2tlz3j4•S.S.PHILLIPS �. r 7 r 8I MACHINE SCREWS USING 5, CONCRETE ANCHORS TRUSS HEAD MACHINE SCREW$ SEE SCHEDULE ON �--CONCRETE ANCHORS - 1/4"-20 NUTS 0 12'O.G. ( W/1/4'-20 NIRS B 12'o.c. POURED CONCRETE,. (SEE SCHEDULE ON SHEET 13} Min. POURED CONCRETE SHEET 13) OR CONCRETE FLOCK OR CONCRETE BLOCK f / ,C,OIICRETE ANCHORS OR WALL REWIREDV WA SILL IN'�TdLL4TI0N J (SEE SCHEDULE ON HV WALL_SILL INSTALLATION. POURED CONCRETE SHEET 14) CR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION H4TF�aB crnAINSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER r E M-CODE DISTANCE ♦SEE LIMITATIONS OF USE FOR ASSEMBLY 0 HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEGrICAtIONS ON SWEET 1J) DUDE IA ON SHEET 19 IN ANY WAY TO SUR ANY INSTALLATION, t t/i /i FLORIDA BUILDING CODE(Ion High Velocity Hurricane tone' TT '• d 02017 TRTCC°,INC. 02017 EASTERN METAL SUPPLY,'INC. E RY A TIA 4 A.S.S.■ Accordion Shutter System "IL ECA me. ■ KV RADE#1 W/OR W/o KV.WINDOW MADE TILU7 TESTING & ENGINEERING COMPANY American Shutter Systems H bascR PnoN DATE SHAUN ICY. L.c. ORION 6355 N.N.30;0 a,St.365,i APNIu WDENS,FLMOA 3310 Association, Ina. 1 OLD is-085 7/2711 SATE: 07 z7 t 7 c Phone;(305)671-1530.f..:(305)871-1531 4268 WestrOOdS Drive 2 DRAWING No - s�Q L�G r/111 —Ga: 1ER-apa"6nol cm West Palm Beach, FL 33407 ` 17�'�7 "". NA� , VI&TEaA 71 E 44187 P.E. SEAL/SIGNATURE/DATE a SHS OF 20 y !VIE SCHEDULE ON SHEET 13) C,",F,ET,_\ PUT it) SLAB IF APPLICABLE �Ea COCE OF CH 9w log EXISTING P 7/11 ",sN, OURED CONCRETE ANCHORS T ♦ EXISTING ALTERNATE ANCHOR CLASS LOCATION .3/4"HEX WASHER HUD TEK SCRM 0 fr OC. DOE D,* A ox skarn 1 I 13 Cal OR 3 in, -glue oil 3/9 LO CONCRETE ANCHORS APPLICAOUC (SEE SCHEDULE On SHEET 13) EDGE OF SLAB IF Cast Or— aP APPLICABLE A t'/ ME AD .112 SLAB AM A—I__ POURED PLAT HEAD CONCRETE ANCHORS APSPLUMILC L IF WL D INCR (SEE SCHEDULE ON SHEET 14) CONCRETE REOUIROD TIM&941)-- REQUIRED FLAT HEAD CONCRETE ANCHORS ON tog I OR @*CZNrTE (SEX SCHEDULE ON SHEET 14) D,-- 11 TRENCH—INUALLATMOK (1)HV W I ONLY FOR UP TO +70, -75 PSF A3.0. HV El ALK—OVER-INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER FLOOR INSTALLATION t SCHEDULE #3.SHEET 11 HV—CEILING ASTALLAT-10 AST T CONCRETE ANCHORS CSEE SCHEDULE ON 7 1/4-0 aw&ULU 04 WEU-1) —(D SHEET 16) AMW=M.1% 0— EXISTING WSTiNG OR"', paffm 114' CLASS FASTOMN TAPPER EXISTING__4 �(MM.WAR.1%10 MAI3 VAX, CLASS pw it M SWAU14U TO';I� 3/4-W4 DA8WW4r 0 6' Gn lcwac 0-7 11) 1 QC' FOR UP TO IV-T SPAN AND GO,FOR"PAP45 Ua=TWA �9-0-UOL AMY—7 1/4- WltA 3f,C'%wa FAS WD ON rl HEX'E, SHM, I WAX, on @ WASHER READ 7 conk. r a. TEX SCREWS a 12*O.C. 3 HEX H r 09 TEK SCREWS 0 0'O.C. Wig 1/416 20 NURIT #140/4" HEX HEAD #14.3/4 D.$� T CONCRETE Af;CHOqS Os 2.3 OR lw//410 20 S.S. 9,O. a 12,0 'T 0. (SEE SCHEDULE ON LIT SHEET 14) M.S.N • COMIC tVJ 3SIMURAL w`N. .....M'Do"'. ------- @ @1@ SU) MIN..- AT , , ——pow"pa"Cam 1 1'7/6 ir— .9� . '. ROWROO .0 CONCRETE ANCHORS _\�SEE NOTE 13(b) RED POURED CONCRETE (SEE SCHEDULE ON ON sHwr POU CONCRETEON SHEET I 4- r-L !ry ,A SHEET 14) D, OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED 9)KEYSTONE MOUNTING INSTALL OtWl PRLSSURV+",-72 pill CM101 POURED HV WALL FLOORINSTALLATIONQ HV_ WALL WALK-01YER INSTALLATION uwmtw SKXMR SpAtj Ir-o' CONCAVE REQUIRED QHV RAINGUARD INSTALLATION t INSTALLATION SHALL E.C.. EDGE DISTANCE REMOVABLE WHEN PERFORMED ugPONS OF USE FOR ADJACENT TO AN OPERABLE EXIT ♦ SEE L0 1r SEE 914M 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS Oil SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ 4) HV BLADE ASSEMBLY 2-14Y WAY SECTIONS CAN BE COMBINEWO IN A14Y WAY TO SUIT ANY INSTALLATION. A. FLORIDA BUILDINGCODE(Non High Velocity urriCOne Zone, 02017 rL=01 INC. 02017 EASTERN METAL SUPPLY,INC, BEWHA ffV_TM 0. Accordion Shutter System A.S.S.A. KV, 11"#1 W/OR W/O N.V.WINDOW MADE American Shutter SystemsIrv.0. GUMPTION DATE OPAVIN By'. C. TICCIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 15-085 -, 07/27/17 HM DATE 63"Max.3401 St.W.306,VAGIM MODIS,FWVA 331U AAA 4268 Westroods Drive 2 ...... Ploi(305)6fl-1530,To,-(305)871-1531 —DRAWING No 0-3:Ultcaft.l." West Palm Beach, FL 33407 3 0-0006719 —— 17-107 wr.,A.1JUST�'.P.E. 4 IGNATURE/DATE FLORIDA U..f 44167 6 5 - SH QF 20 P.E. SEAL/S SEE–END-WALL CON $ / SEE HOTCS ON LOCXINO RODS®,1N LOCXS(9 OI OUT Da` `� INSTALLATIONS W f-M-HV_ >k�L 01ADE AND tERAwy NII LMR'a oil 1POR �� i EXISTING GLASS UECTION BLADE W HV CE TERMATEALL S j CDLTERVAICB ACPUCAttON Yt1TH RLtdE to `aa�o,a•�ca8(�aa�10 .1bap QR SEE-END WAl.i��2NNZGF/.!Q 10,Qj w��Oat7/1• j Oa !—EXISTING GLASS DETAILS. ON-SHEETS „ 1 �.0-@-0'0'@ __ ________ ____________ tom------ _--_-----_-_-_--_ -�, 212"r1/8".0'-2 { ®• .rn'1�(j p"�.�Oq(>�� 3 I/6' 7' 6 112` 7" (0063-78 At.tAY)A1.USi, V `t1 ti.J I1D0(5�� ! S'(MMETRYCA4 INOIL Y!/((2) I//4'0 TAACON 1 1/2" CA®•® A>lCHOgS t0 CONCRETE J M S EN ES MIM.SEPhRATtON (TOP/GOftoMy k 1+0x3/4•S.N.S.0 12' V C Of TO CLASS (419+Ort/a'sJJ.s.t0 TURE'? O.C,PULL I„ENCHr. V (SEE SCHEDULE AT c1cN vct#2(TYP) l 35* IN 3 ON SHEET 11) I � 1J a' 1/2. + 3 �" a � I 0•�5 O°0•�a 1Q•Q oa HVA BVB �g2�aglJ OQT�no 1 � Ex1SntLO Gt1SS v POURED CONCRETE OR © � (/j^�� /�} (�g�''ni � � CONCRETE ITLOCX WALL `a•�`"•^�',LA`.'•o"�. I _— 1p_© �•`4%-t:L•y�_ �_...-._ REGU ED ExISTN+c�`Q��`�°�'�a"� SYMMETRICAL -----�N — '�"�°°©`�'�"' law,sPE cRnTtou I _ GLASS p,��•��_ _1 cLassl CENTE * @ � (sEEGscG ovLe a p oPncrw //�'� ��yy ON SHEET it) INTERIOR l:1.1104 O" ``L1 MIN. SEPARATION • /4J a+ �� 3 _ -- TO GLASS ' OPTtONFt, (SEC SCHEOUt.E _ ON SHEET 11) (INTERIOR) - 3 �� CONCRETE ,� ' ANCHORS � 16"O.C.C. 3 VAR E5 I 'sv 80' * w V!y C.� .•_ t y J'p o. f1•f �3- OUT 6 i J2"LfAx.SV.CK (E)MRIORR) HVE 'CJ rY L1VF** BVD C� Id'''" A" FLORIDA BUIIDlNf01 CODE Non High Velocity Hurricane Zona 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A ► IL ECO �N�. ■ ■ ■A■ Accardian Shutter System N,V, SUM#1 W/OR W/0 N.V. WNDOW DAM a�yTA74Yp / \ American Shufter Sysfams rv,N DEscRI 0H DAtt DANTt GY: TICCIT TESTING & ENGINEERING COMPANY -07/27/11— $355 Assoctotion, Inc. 1 OLD 15-063 r/27 1 DATC: 07/27/17 •j \` 9155 hW.JO:h.54 Sts,305.111SOaoA GAAD*Jt3.rtORM S.Tic ~� Ph—:(705)871-1710,Fe.:(705)871-1,'31 4268 Weotraado Drive 2 DRAWING No Po-maEe 0006 712`aM Wert Palm Beach, f4 33407 i 17-107 •1 WALTER A.�ILUT Jr.P.E. YYYY•" PLORCOA Ua.9 44167 5 SHEET - P.E. SEAL/SIGNATURE/DATE 9 8 OF 20 ALTERNATE --INSTALLATION W HV "T" LOCK 4 V MALEZEEMALE "T" LOCKS CENTERMATEES dj & LOCKERS UWI a) HV BLADE SEE ND „SNE ON DETAILS ON SFIEE :0la INSTAL,LATIW C17 HV SLVE {)U f CN .Z f—Qassua suss M.CC IYMACK I, n"W1 OJQCATED c"SHEET B. Wj„/ HIS CENTERMATES ! S2,-.2 tis WEEL aD ur+vCRSu awArNa MCC(I10ETAp.HDD-Hvt. a w 8+ 7�'$ !D• INDICATED 0H THB SHEET.NAY 8E Into WITH 0R3 ALTER” tD+/��dQ�i•Q�«(i; •QA"�� 1 OET tMaWN IN Fn HGET. SEE END WALL t MWN 00 tcsaa-ra uEDYt aw. � `� 3 ) Hs rv, 1+•+TH srJ e I I (ormDNW 24 (0P110Uµ) Aa{o ccrxAn6 L.———_—.—_ t+)JJDstJr 9++.at�)iufc ` /1D.sdP ON 51 o Ta• l' 3 AT rACll As. (Pail) .C.ON f.a iJI'. IK IN (4)H.V. IN (+)H.V. 1 W+.€rPAmscsJ 30 NV "T" PINS(TTP.) 7 ur P049(w.) tsaFOu " !0 5 3 LOCK (iN51DE) 1 --- A N i I I, rmw n i SL a al+ y 3 ��T 31 OR 2 S3 3 aR 2 31 Da 2 31 cR 2 35 li-S.xorE 6 TDR lv lxR !j4" 0-20 x 1 1/2" S.S.M.S. @°l L 3 (crmcuJ) • Wj 7/8"0 x 3/32" WINGNUT. tonDDwoo J4Q_8t-HVf oUT HDC=H '1•Lccx,0H SHEET 5. S SYMMETRICAL HD CENTERMATES (OHV "T" LOCK (OUTSIDE) SYMMETRICAL HO CENTEjy'AfATES Wl LOCK W/ i CK T i0R5 tEXTERIARI -��` � f tna 04"ALJJNJJUN (202143 AUOf)LAME FLU="I Jw®a©•O7 m®a 1 tl•�O1 P<Cr/aJx M,PHM 1092D, AR VN81rA0WN 0 VY AIAXL ik£JM YJ ll✓✓ TEYTORIJ,PARSIPpFIN,NEW JfJi4EY ©•O•©ta$ •Q•®� 0704+DR COVAL — - 3 *ss2 fAT rs s«LOCO Y ccca Q H MID LOC+S on Dw 4 •—• . - — WNF3t'%fLCATY:08vt[Q"I"KT_H•9 t3 VJLD fdl Au.CQDtAW11f9 AN WWrO13 NDN EUDf 0 HDD—HVD;� EL.QATINO STACK "jjjJftf/tt!!/j! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone { 0 02017 TILTECO,INC. 12017 EASTERN META.SUPPLY, INC. TBERTTM Accordion Shutter Sy stemo.4 ��_i G�� c� A■ ■ ■ ■ KV. BLADE#1 W/OR W/O H.V.WINDOW 8LADE % TILUT TESTING & ENGINEERING COMPANY Arnartcan Shutter Systems p,u t4catanDN DATE DRAWN a'�'''•,•. ....'(10i•• 6359 H.W.sEJJS INt.St>*344.GINEVaVNi RINGCARDEs.Ji.ORM s31 Association, Inc. t QLD 15-085 7f27f t DATE: 07/27/17 ft—:(305)871-1930.F..:(304)871-1431 4268 westroodD Drive 2 DRAWING No XV 0-40:IT{000071OQLcem West Palm Beach, EL 33407 ` 17-107 trnrrrrd WALTER a nuD Jr.P.E. FLORIDA U�.J 44167 P.E. SEAL/SIGNATURE/DATE a SHE OF 20 POURED CONCRETE POURED CONCRETE OUR EO CONCRETE POURED CONCRETE ORBLOCK WALL REQUIRED �. OR CONCRETE " 0R CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED REOUiREO 1 BLOCK WALL REQUIRED EXISTING CLASS � E%ISTINC CLASS CONCRETE ANCHOR EXISTING EXISTING CLASS ,^'J ,' --�"..._1) (/ L _ pp 2'MIN.. STING CLASS va t .a,c. A6re sEtSARATto1a rj r–� t• () �l t_2'MON. TD CLASS(SEE IAN. d �' j^ PAN.SEPARATION SL"tkDIAE ON� j To SS(SEE L-L ALlA sE�no+ j TO GLASSED CD TO GIAS(SE€ - ii FCR EJO:i({}FMX SCKLVIR.E ON SHEET - {SEE SC1'EDtAE ON 4 1/t6'x3 AUX, ON•3$ET 19 AOR t t FOR SLADE AM � I t�l F�W't�SCHEDULE Oil �uJD ?2 ; I L FOR ELLE 0/TID (6063-76)CONT, t 5 fD&Q2,)Us ON Slii!Sf 19 FOR ALUML CLOSER (t om®9 TOR 1 jz' r ou stw T9 M, (LTE AT M.A=m&Q,n� PLATE. {L�OGATE 1/2" f r--�` By S®&Ca► �E AT EITHER St, E MIND ' OF S) or(4)A 1 1 I 4 USE I.OR 2"MAX, pTax!j2'S,r1.S. I -- _ __ {AS APPLiCAOLE)xz-xt j8 xa-2€d 16.Ole. 17 ALUMINUM CLIP ANGLE 0 T6°O.C. 'l (9063-T6 ALLOY)AT MIDHEIOd (1) 01Owl/2•S.M,S,To(D t A WALL T TAPCO.IS ANCHORS TO SEE DETAIL X Fa WALL AT D O.C.(LOCATE AT 4„! SIDE CONNECTION OR ® EITHER SIDE OF( ) Q OR Q OR�(w SEE DETAIL X FORk(� RTO TRACKS I EE DETAIL X FO SIDE CONNECTION ®«©Q°'©v 10 ®m S5 DE CONNECTION 4 w�w 8O.Ow -10•®w « w 6• 7«8"1;.J•®w TO TRACKS w w 6 w 8 0•�'++' to�0«0•®w0/�.0« TO TRACKS 10•�«0.0w�j•Oa 10•!`1"'0•®w®.Ow 10•®«®•®w�.®« 6(",•07 •0«©'V'J•®w 6'�•®w(s)•7U•�w ®•0.0«0.0.6- 0 ®w�'mw0 0« ®'�«©•®«O dew Q�b•®w1�•®aO8.On ®•Owi�• 8 ,8,•07« (,6.Oo®+®at�fr•®«0'� g. i 6n�{�A 14!'0°.09.03wi��°'Y 7"r7 O.'C�"0•®wl'9•®u�•� �0°i®•0w�`� V'� END CONNECTION DETAIL t END CONNECTION DETAIL Q END CONNECTION DETAIL(3 END CONNECTION DETAIL 4( i REOUIREO ONLY FQR SPANS GREATER THAN "--0- POU RED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL T r EXISTING GLASS —` —_Y CLASSREQUIR MIN SEPAPAwi I --�-?"� _- TO GLASS(SL7iD.C. W9 SEPAPATKN ` ",:7z- - SdC_DI-tE ON•..RIFT \ TO OASS(SEE ' I FOR MADE TWO `tj2"MIN. 5o6.'1xsE ON SHEET -- - - ---- - j�OR 1@OR 9ORIS} oil SHEET 19 FCR '+ 11 FOR EVADE BT AM 4 RAM 0&0 GN SHEET 19OR CONNOR O S MAUS I(D&Q) - OR T 0 16- L�7 @7[ < 6 OR®OR(qDR 2"UIN. '2-MIN. ♦ SEE UM�&TIONS OF USE FOR (�}�' �� BLADE 47 ON SHEET t9 VOR .7J.1._LL.�: 5 1 OR ®' RI—AN DETAIL- CONCRETE 1 OR DEL�' � s� � ®«Q•�«0 10•k�« POURF-O CONCRETE OR «®«©•O«Q'Q`'L3'0" DQO«0•�w©.Ow ASND I S AL ATIO CONCRETE BLOCK WALL 1p.®w©,� •©w RECUIRED ®D �w©o �« NV BLAS? OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(1j) ®«® ®«1C� �w�1�F C0 L Q «©+� FLORIDA BUILDING CODE{Non H gn Velocity Hurricane lode' 1111 ✓• 02017 EASTERN METAL SUPPLY,INC, 1 �^ENSF••.• 62017 TILTECO,INC. DIRTHA HVTM Accordion Shutter System7=77=7, A. ■ ■�.1H.V.keLaoE#1 w/OR w/o N v.wlFrbw ' Rs.�y„•,�, American Shutter Systems DESCRRI"lon DATE DRAWN DY: LC. TILLIT TESTING & ENGINEERING COMPANY� 1 AssoclotlonF Inc. + OLD 18-085 7/vn wTEy o7/27/17 � �° �• ♦ 6359 hon 34( 5)Ste SD3,3l.F (305),RORIDA 3318 fi•'•• � A4 4288 Westroods Drive 2 DRAWING N6 Phone t 130D-"11 SSD.i (306)971-1631 - + �\1LiLd o- VD-0008719 cam West Polm BOoch. FL 33407 1 'I7-107` •'•^ ,1r WµtER A TWT' r.P.E. FLORCA U..9 44167 6 SHEET P.E. SEALf S[GNATURE/DATE 6 10 20 9CHEDULF-11- SCHEDULE JZ 99BEMLL-Q MAXIMUM SHUTTER SPAN* 17 OR I-" MA wum SHUTTER SPAN* *L+* AAXIMUM SHUTTER SPAN*"L+" ((t INSTALLATIONS V// OR -L-- (ft) FOR R -L-- (ft) INSTALLATIONS (ft,), FOR TUM- 2L INSTALLATIONS W/ CONCRETE & L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN I MANSORY 0 W/ ONE HY. LOCK (V or Zq or WE 0 - WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING, W/ ONE HV LOCKS L-:MAIL,ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK P W/ NO LOCKING RODS E KV 1k)v/, ING CK I, OR NO LOCK WALL A. B. C. D. E, M, N, 0, P. 0, A.S.D, DESIGN PRESSURE RATING. ;%O.r ONE �,6 0 W/ , CK or _DS MOUNTING F. K & L R. S, & V. KING R, S CENT RMAi@ 28@ 29 W1 ONE tic LOCKING RA H$D"T- LOCK 30 VT/TWO LOONG (SEE NOTES t.tt) (VALID FOR mourmtool (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEIUNG 0, H. 1, 11, J T. U, W X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONARE�100d INSTALLATIONS 0 OcticacrE&WOOD wxwE MOUNTING I GIVEN A POSITIVE A-S,D, DESIGN PRESSURE PAYING, uwvw uwwuu IfOSTALIAVOU5 wxV"M A.9.0,006f$ A.90,Vo INSTALLATIONS SO OW 1146M DETERMINE MAXIMUM SPAN *L,+*FROM SCHEDULE. FAMIRI-M WALL MOUNTING FOESS r WAU MOV1111111C XMIG FL%1.1�`YIINGNO PAT" FLOOR/Cum VOLITMI14 GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. OR d-'�) n.00R/WALL UOUNFINO FLOOR/CEUIG IMMITSO 610 DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE, C.OR 1) fAAXV.AVM SHUTTER SPAN'L+'OR L-*FDA L4 III) L# (I) I L L# (A) L-(4) L, L-(A) 0 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 0' ti( DETERMINED SPAN BETWEEN 'L+*AND le-o" 161-0" IV-O' t6-O' 30 to,-*, 16'-0' 30 is,-G- INSTALLATIONS INTO WOOD SHALL BE LIMITED T0, 1a'-O• 35 ".-,0. 14'-10* .35 Is'- 105 Pat.A.S.O.DESIGN PRESSURE RATING, 4-0 A'-2- 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 13,-Io" 7t3'-t0": 40 IX-10, 13'-10' — ! - COMBINATIONS IN BMiEEN WALL MOUNTINGS 45 IX-1 13'-1' 13'-4" 14'-3' 45 IN-1, 45 13'-4- A14'-3' t MV CORNER CENTERVATE#3 14AY BE USED AT ALL — 12, MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: so 12'- 12*-5' 12'-S' 1 Y-7* 50 IV-5* -6. $0 12*-3" 131-1* — I"_". SHALL BE AS INDICATED ON MANDATORY CONDITION 92 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE -10* 1'-to* 12'-1' 12--11- 55 1 V-1 I* 55 1 11 'G# ". NOTE#5.SHEET S. RATING: 11'-'r- 111-7, 12'-4' to'-III 60 _L5-4- _rl7_ 60 60 14Y-2' DETERMINE: as to-te lo'-io, _11. 65 OV-10 10' as t 0'-I* L1+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10!-6* iW-r -T07--9- Ill-s- —76- ioe IO*_6* 70 8--9- 9-4* L2+- MAX. SPAN FOR FLOOR/CEIUNO MOUNTING , 0. - i�0-1- --to, I, 75 101-1* to,-I" 10'-4" __1 75 75 tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, C SPAN'L+'OR'L-;"AND M041PARA AS.D.DESING SO g*-Io* V-10" 'V-D' O*-B` so FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 111 0. PRESSURE RATING FOR INSTALLATIONS INTO CONCPM -6. 6' 9 OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 85 0- _9' 10'-5' 85 _e. W-or RATING: 9 90 91-3. 91-S, iol-1, go 91-Y 11-1. i- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX,SPAN FOR WALL MOUNTING INSTALLATIONS, ,-0. 01-1. _F_T0_- 0-5 -_ a LIMITED TO +04-72 o4J. AND B'-O" SPAN, SEE L2- MAX, SPAN FOR FLOOR/CEIUNG MOUNTING G5 0 its 100 8'-4- 90` W-7. 100 MOUNTING E)ON SHEET 7, INSTALLATIONS. 105 1045 _F__i'- W-7- 7'-Il' W-7- it- -9- 9'-4- 105 — FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 22 77-_7 8'-7* 91-2. 110 0'-4- 7-7* 110 1 - MINIMUM BETWEEN"Ll+', "U+', 'Lf-"AND*U-* 115 T7'-3- W-4' W-11- 115 W-2- 7'-3' SEPARATION TO GLASS SCHEDULE B, It _2 -V_- 120 8,-0, -11' 8'-2' 8_9 120 s'-V W-111 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 0 125 f-tOr S--Ir ALLOWABLE SPAN AND NEGATIVE A,S,D. DESIGN 125 7'-10* W-8" V-01 PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR . 8'-5" 7'--to- 130 7__a__ MINIMUM SPACING. 130 71-8 _-7 WIND ZONE 135 7'-7* 6,-2r- 7,-9, 7--9- 135 71-r 140 7'-5- 7'-7' _T-6_' —140 7'-5' 51-IF- ASTM E-1996 SEPARATION 45 7'-3` W-97*-5* 7-3- 145 71-3' 5*-9, TO GLASS 150 7,-2-- 5'-7- 1 7'-A' 7--0' ISO 7'-2- W-7' 155 7'-0' W-1- 1 7'-2- 0'-•9' t55 --7,-0, 5'-5" 1 1 THRU 3 160 6,-11. W-2- 7--l' W-7- 160 6'-11' W-2' M W-10" 5'-I- f--ir 5'-4- 1-65 6"-10- v-1, 170 61-9, 4'-U• 0'-11" 1'-2- 170 W-9, A'-1 I' 1— W-7- 175 W-7- 4'-0' .-9. 75— ISO W-6" 4'-6' O'-a- 1 6'-10" ISO W-61 4'-W 1135 W-5. 7- 51-8, 1 F-_5_- H V BLADE 4'-6" 1190 61-7- 51-V t9c, 1 6-4- B5 JgS 4'-3- 6'-5' -1. '05 1 6,-3, 4-3" 200 6'-2- 7-2- 6*-4- 51-31 200 1 W-2, 1 4-2 2G5 — FLORIDABUILDI CODE(Non High Velocity Hurricane Zone' 6_-I 6'-3- L2O 5 SUPPLY, INC.- 0EASTERN METAL, .. 'j. _- 02017 TILTECO,INO. 2017 BERTHA FIVTM % Accordion Shutter System _�Mc��o ,N c� A.SwS.As /�MLE RV. aADE#1 W1 OR W/b KV.WN DOW RADE American Shutter Systems jF�±E DESCRIPTION DATE DRAW"Or,IA&V./LO. TIUIT TESTING & ENGINEERING COMPANY IMO. OLD 15-085 EM LUTE: 07/27/17 sass ox.361h so. St.,Z05,�4R;&A CAAWL%rLoROA 3316C Assoclaflon, pt.. (305)871-1$30.fu:(305)371-1531 4268 Y/estroods Drive 2 —DRAWING No West PoIrn Bench, FL 33407 —3 17-107 WALTER A.TTLW Jr.P.E. rLORIDA Lic.if 44167 5 SHEET P.E. 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(Min,('a=3 ISS) wmw ANCHORS-SPACING LFGENp - 1/410 IS 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Par 3 IdO 50.WSGtI nEGL6re PR65lR AAi2A .D. .. PAmAS - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Mtn.fa.2 kai) 3d A0 50 YJ 9D 120 SCO 205 30 40 eo 7S 90 !20 t60 205 30 401601751901120 18p 209 NMT N DV ^ t/4 4 TAPPEiN+ANCHORS AS tAANUFAMREO BY POWERS FASTENERS,INC,,AND DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY TAPCON WITH A(rvAICEO COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. $4 f2110 9 8 0 6 b.b t4 12 t9 1 9 0 18 6 1 D 14 t 10 9 B 0 0 0 THREADFORM TECHNOLOGY (Min.CC-3 inti) ar-aw 14 S 0 9 8 9 0 6 S4 i2 to 9 8 8 8 6 14 72 10 9 8 8 6 6 ALL PODFf's LOUD-SET OR tEss 14 12 10 9 0 B 6 6 14 12 10 B 8 8 0 14 12 10 9 0 9 6 5 BLS TAP W/CAP NOTES; S4 t 76 9 8 8 6 7 14 12 to 9 9 8 0 6 14 12 SO 9 $ $ a 6 TAPPER+ ALL)MINIMUM EMBEDMENT AMD POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ T4 12 10 9 0 7 •5 3.0 14 12 10 9 $ 6 6 6 14 12 10 9 B 0 0 5 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS 19 1 1/2-, 14 12 -t 0 9 $ 9 0 8 f4 12 t0 8 8 d 6 6 112 t0 9 8 S 6 5.5 4'+•0' 14 t2 t8 9 6 8 8 < 14 12 t0 9 6 8 6 sS 10 9 $ 0 4 JS A2)MINIMUM EMBEDMENT OF 1/4'0 x SJd'ALL p0iHT5 SOUR OCT ANCHORS SHALL BE 7f8'INTO THE POURED CONCRETE, NO EMBEDMENT S4 2 10 9 8 8 6 4,6 I4 12 10 0 8 6 6 5,5 10 9 B 8 6 4S INTO STUCCO SHALL.aE PERMITTED, 1/4.0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIUUM SHOULD STUCCO S4 12 t0 9 7.5 99 3.5 - 14 i2 t0 9 8 0 6 5 10 9 8 7 59 4 ZEE %4 ou'C M EXIST,AND t'MINIMUM FDR WALLS YfiH NO STUCCO. 14 11 f0 9 0 tl 6 6 14 12 t0 9 0 8 0 5S f0 9 0 $ $ 4,5 C �I t9f4 f2 10 9 8 7 4 _ S4 t2 tO 9 tl 9 $ 3.5 t4 9 6S S 3.4 3 AS}iN CAS£T1NAT PRECAST STONE PRECAST COt;CRETE PANELS,PAVERS OR ANY V£ttEER BE FOUND ON THE E50STWG WALE OR FLOOR, 14 1 10 9 0 S iS - 14 i td 9 8 9 6 4.5 10 9 8 6 4.5 .76ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON li 9.5 .5 69 +.b - 14 12 t0 9 0 7S SS 1 t0 9 B G 4S JL5NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR CIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FCR Br-0• 14 i2 td 8 $ 8 $ - t4 S2 t0 9 8 6 0 6 t0 9 6 69 8 33BSTAIS.ATiON INTO EiFS WITH METAL STUDS S£E SHEET 20, 2 1 9 7.6 6S - 14 12 10 BS 7 5,5 4 3 8 0S 5S 4 3 - (D) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ti 42 10 9 9 6 - - 14 t2 t0 4 IS 8.5 $ 75 14 t2 10 8.5 8 5 4 - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED 7HAADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W,OUILDEX. t4 2 B 0S 6S 7 - 14 12 10 9 0 8,6 4.5 3.9 S4 t2 10 6 7 5 3.5 3 - 1/4.0 s 3/4'ALL POINTS SOLID SET ANCHORS,AS DISMOUTED BY AU,POINTS SCREW.BOLT&9pCCIALTY COMPANY. 14 12 t0 9 6 St - - 14 12 i0 9 tl 7 6 4 14 12 t0 9 7.D SS 4 3 1/4-0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ?'-O' 14 12 10 8 6S 4 - - 14 12 4 79 6 4S 3.5 - ti ta.s T 5S 4S sS - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,MIC.,AND DISMOUrM BY ALL POINTS SCREW,BOLT&SPECIALTY IA 12 10 8.8 7 4 - 11 12 f0 f7 7.5 6.9 4 - 14 12 9 7 .7.5.4.4 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED MOOR REGISTERED WON THE A14EMCAM SHILL R SYSTEMS ASSOCIATION,INC. 14 It 7 5S 4.9 - - 14 12 10 9 7.5 5.9 4 - 14 12 9 7 6 4.51 3 1- 14 it SO 9 9 6.6 - - 14 12 10 9 0 B 4 - 14 12 10 8 49 6 3S - NOTES; 14 t2 o T 6S 3 - - 14 12 8 8S 6.5 4 3 - 9 9.5 6 5 4 3 - - &1)MIS"UM EMBEDMENT INTO CONCRETE BLACK 6F TAPCCH,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4-AND TAPCON 4 12 9,5 7 0 - 14 S2 99 8 6.5 - - 14 12 6 6.5 f - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1 9 6.6 6 3.5 - - - f4 12 f0 9 0.5 - - 14 t2 B 6S 5 4 14 2 78 9 8 - - it t2 10 9 7,5 4.5 - - 14 12 8.5 7 6.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0.3/4'ALL POINTS SOUD-SET ANCHORS SHALL.BE ENRRELY EMBEDDED INTO THE CONCRETE BLACK,NO I 4 11,8 9S 6 / 14 1f T 8.5 6 JL5 - - 11 8 69 4.9-S.5 - - - EMBEOUENT IMO STUCCO SHALL Be PERMITTED, 1/4"6-20 S.S.MACHINE SCREW USED SMALL DES t/2"LONG MINIMUM SHOULD STUCCO M i2 8 6S 4S - - - 14 12 8.5 7 5.6 + - - -14-.TOS 7 54 0 416 - - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. H,5 6. 6S 4 - - - - 14 12 9 7 6 44 - - 14it 7 6.6 49 39 - fi S2 f0 9 7.S - - is 12 $O 8 6S 5 - - 4 12 0 6 5 4 - 8.3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANR.S,PAYERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MATH STRUCTURE SE10NO SAD WALL itttIS1NES.ANCHORAGE SHALL BE AS INDICATED ON 14 TOS 7 6 ib 9.5 0 8 4 3 - - 10 7S 6 4 3 NOTES B.f &8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS BATH OR WITHOUT METAL BADS CONSULT THIS ENGINEER 14 7/ 7S 6S - - - - 14 IIS 0 0 6 4 - - f29 Ob 6 5 4 4 - FOR INSTALLATION INTO OFS WITH METAL STUDS.SEL SHEET 20. S4 S2 8 6.6 55 4 - - 13 10 OS 5 4 3 - 11'-0' I4 12 10 - - - 14 12 9 7 6 4.5 - - 14 10.6 7 5.5 4,3134 - - (C) ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, - 12 9 8 4.5 4 3 - - 9 7 49 3.5 3 - 14 10 7 - - - 14 1.6 7 5.5 4,$ - - -[1"3 6S OS 4.5 .76 - - - (D) SEE SCHEDULE BELOW FOR EDOE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, _ 9T5 7 4.5 - - - - 14 IIS 7.5 9 6 49 4 - - 12'-0- /l 12 10 - - - - 14 i2 tl 6.5 69 - - - 10 6S 5 4 - - - EDGEDISTANCEARSU�C). CGHFa SSE FOB�MDHDRs= 11. .5 4S - 11 8 8.9 4 3S - - - 0 4 3 - - - MAXIMUM ANCHOR SPACWOS ARE VALID FOR EDGE O:STANCES INDICATED BELOW,FOR E.0,LESS THAN THE INDIWCO.REDUCE ANCHOR SPACING 13, 9S 6 - - - - 13 9S 6.3 S 4 - - - B 5 4 - - BY MULTIPLYING SPACING SHC.NN ON SCNEOULE BY THE FOUDYANO FACTORS, 9 6,5 - - T4-1-05 7 eS 49 - - - 6.5 79 4.S 3.8 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAI MINIAIUTA SPACING OROICATED FOR EACH ANCHOR TYPE. 13'-0" 14 12 - - - 14 11S 7.5 6 5 _ - 9 6 4S 4 - - FACTOR d.s 8 - - - td 7.5 s 4 3 - 5S 4 3 � 1APCON WITH ADVANCED TAPPER + 12.5 lEs - - - 12 a 49 4 - - 7 s 4 - _ _ EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SEE BLUE TAP W/CAP MIN. ACING tl 6 -7- 6.515.5 - IS. 9. 6.S 5 - - 7.5 6 4 - - - �RE OR DICTANCE 4 11 - - - 14 109 7 5S - - - 6.5 SS 4S - _ E.G. MIN.SPACING-3' MIN.SPACING a 3' MIN.SPACING-3 1/2' MRI.SPACING•.3- J 3/4' 4' t 4'-0' SO - _ _ _ - _ 9 T 4S 3.b - - - - 7 5 39 J - d POURED CONCRETE& P,O p DLyN OOIDS:(E 8004 PWftEd CO!!GH & POU 0 CHCt£ AOh4D s MV={ONO am CONCRETE SLACK UH ED.3 1/2'SAIL EO.2 t/2" CCNCRLTC BLOCK 00"RETC BLOCK IOL ED,e 3 1/2'MEL ED.•2 1/2' 8 5.5 4,6 - - - 9 6.6 49 - - I't1/ utl.EO•r SAN.EA-31 MNLCo.•r 12 9 0 - - - 9•5 9 49 - E13/4 1.0 0.170 1.0 8.78 SA a.84 110 ' to � - - - 10-5 a s - - - BLADE WORKING 0.01 1.0 - - a.B7 t.o 6.6 4 - - - 69 6 3 - - - IN UNISON.♦ - - to 1 $ 0.s 6 4 - - - a.71 0 9t- - Its 8.6 5S - a 6.5 4.5 - - - - - - 0.01 - - •- 0.43 SNS'-0' - _ _ 7.5 6 - 0.35 8 6 4 - - 6 44 3 _ Qo - FLORIDA BUILDING CODE(Non-Nigh Velocity hurricane ZDnD `+111t1t '( A. Thi�i� 02017 TILTECO,INC. X12017 EASTERN METAL SUPPLY. INC. ...... r"y B�R�A TM yk D Accordion Shutter System 1LECO N:. Q■�■a ■A■ IV. RADE¢i W/OR W/O H.V. WINDOW GLADE C American Snuffer Systems OCSCRIPNO9 OAtC DRaaN i cl f� TILLR TESTING & ENGINEERING COMPANY Assdctattdn, (nd. t OLD tD-OB5 7J27JS DATE: 07 27(17 % �f 036b N.W.36th.st,64e.M.itRatlS{C"o"W",F"DA 331a t7 • 4288 Westroods Drive 2 DRAWING No '-tf�C-t: r'fione:(305)971-1530 F..:(3 05)0 71-1 531 p flI4A '(_(4� t ..•noa;emocodooLcom West Palm Beach, FL 33407 3 17-107 ��V/O� ••••• •tL�e,V//t1 WALTER AUJTSJr.P.E. V t NA FLORIDA Ua./44167 0 SHEET P.E.-SEs {1EIE DATE 0 13 OF 28 1t;t1t4! A1dC1 R' PAGING ( .) 8C11 t!19 EQ" A GNEN t+!AY CRETE O SPAN. Q5.0 DESIGN NEG@TI�,�PRESSURE R471N0/i1vD MWNG A!cuumNG IYPE_FAR_ J„ RFfE OR CONCRETE 9L0„CK INS►AI-LenON,� (5EE UOU-MNCS 1,J.K&L ON SWEEP 7) POURED CONCRETE POURED CONCRETE CaNCRESE BLOCK ANCHORS SPACINGLEGEN r WAU4 OVER i 19ENCti RAAHGWRD UOUNVU0K�)WALL/FLOOR MOUNTING �t.wAtLjkVALK OVER MOUNTING�+ _iapulmN TAPCON OR SPAN 0,am Wim PKd5=PM14 .0,aM AE6W$PW=PAtLlri� om NFWK P==8040 DMEN IEC4i6'E Rds=9AR1ri W, TAPCON WITH ADVANCED 30 40 90 75 90 120 100 205 36 40 ISO 175 90 120 160 203 30140 60 75 f 90 120 160 205 30 401601751901120 16012M THREADFORM TECHNOLOGY 14 12 /0 9 8 8 a ff 12 12 12 72 .5 7 7 7 7 7 7 7 Ilia $ b S 9 D 5 4 ALL POINTS SOLID-SET 4 ix i 9 a 8 6 12 12 12 72 72 12 90 7 7 7 1 7 7 7 7 5 S 5 5 S S 5 5 R Las 14 12 10 9 5 6 6 6 12 I 12 12 0.6 a a 4.8 7 7 7 7 7 7 7 0.5 s 5 5 5 5 9 5 GLUE TAP t4 12 to 0 a 8 0 6 12 12 12 12 12 t0 7,5 6 7 7 7 7 7 7 7 7 5 0 5 5 5 5 5 S TAPPER+ f4 12 10 $ 8 q 8 8 f 12 1 12 15 q.5 8.5 e 7 7 7 1 7 5.5 4 5 S 5 5 o 5 5 4 4,-$. }4 12 t0 9 tl 8 8 6 to f2 12 ix 12 43 7 5. 7 7 T 7 7 7 7 7 S B 5 5 S 5 5 14 12 t0 0 8 0 6 0 12 12 12 95 e a 45 3.8 7 7 7 7 t 7 B.S S 5 S S 6 9 S 5 5 14 12 f0 0 6 8 8 6 12 12 12 r2 IO 7. B.S 4 7 7 7 7 1 7 7 i.b S S 3 5 8 9 5 9 14 f2 i0 $ tl q G 8 12 12 12 it 9 9 4 7 7 7 7 7 55 4 3 5 5 5 5 6 5 4 3 5'-G, 14 12 10 9 a q e 6 tZ 12 I2 +2 10 75 SS 4 7 7 7 7 7 7 7 5 S 5 5 S 9 9 S 14 12 10 o 0 0 6 12 12 95 75 5 45 35 - 7 7 7 7 t 7 5 3.5 5 5 5 5 S 5 5 4 1{ 12 10 0 @ q 0 0 12 11 12 9b 8 6 4.5 - 7 7 7 7 7 q5 4 5 5 s $ 5 5 e 4 M SEE ANCHOR r 12 to 9 a 8 8 0 12 12 t.5 9 75 55 4 3 7 7 T 7 7 45 3.5 - 5 5 S 5 5 4b 35 - SPECIFICATIONS B,-0, f4 12 I 9 a B 0 0 12 t2 12 10 6 6 4 15 7 7 7 7 7 7 7 7 5 5 5 6 S 5 5 5 ON SHEEP 13 14 12 10 $ 0 tl 6 6 ix 12 tl e 5 4 3 7 7 7 1 5.5 4 5 S 5 5 5 5 4 3 14 f2 t0 9 8 8 0 6 f 12 to- 8 65 6 .7S - 7 7 7 7 T 8 ib - S 5 b 5 b S 45 - 14 . 10 9 0 q 0 0 1 12 Ie q &5 3,5 - 7 7 7 0.5 5.5 4 - - 5 S 5 5 5 4 J - T-0• 14 IZ t0 9 8 8 6 72 i2 /2 8.5 7 S 4 3 7 7 7 7 7 7 7 G 5 S-9- I S 5 S 5 14 12 f0 9 d 8 0 a 12 10 @5 5 4.6 3 - 7 7 7 7 65 5 3 - 3 3 S 5 0 S 3.5 3 14 if- to o 9 6 6 It 12 12 q5 7 55 4 - - 7 7 7 7 7 5 - "' 5 5 5 5 5 5 4 - 0 VAUD ONLY FOR UP TO +7D, -75 tf t2 t0 9 a a 6 - f2 12 q5 7 S5 4 3 - 7 7 T 55 4.5 3 - - 5 5 5 5 45 35 - - PSF A,S.D DESIGN PRESSURE B,-G, f4 1Z f 9 tl 8 O - 12 Ia rob 75 8 4.5 35 - 7 7 7 7 7 7 7 4 s s s s s s b 5 RATING & FOR SPANS PER 14 t2 10 9 9 q e - 12 9 6 45 4 3 - ^ 7 1 7 7 !.5 4 - - 3 5 5 5 9 4 3 SCHEDULE �3, SHEET 11 14 12 f0 $ 9 d 6 - 12 11 7.5 0 5 .75 - 7 7 7 75 6 45 - 5 5 5 5 S 4S - 14 12 10 9 8 B - - 12 1.9 75 6 5 3.9 - - 7 7 0.S 5 4 - - - 5 S 5 5 4 3 - ^ e,^G, 14 i2 t0 9 tl 8 - - i2 t 9,5 65 SS 4 3 7 7 7 7 T 7 6 3 5 6 5 9 5 6 5 8 U t f0 9 5 0 - 0.5 8 S 4 3.8 - - - 7 7 7 5 J5 - S 5 9 5 5 4 ! r4 Til 10 9 a 6 - i f0 &S 5 45 - - 7 7 7 &5 55 - - 5 5 5 5 5 4 14 12 10 0 8 B - - 12 Ob 7 b 45 J5 - 7 7 5 4.5 3.5 - - S s 5 4,5 35 - - - - f2 i0 9 8 - - f2 11 BS 8 5 Jb - 7 7 7 7 7 7 4.5 - 6 S S 9 5 S 5 45 if 12 10 9 8 - Qi 7 45 35 3 - - - 7 7 7 55 45 - 5 S S 5 4.5 35 - 14 12 t0 0 B 9 ^ - 12 9 0 5 4 - 7 7 7 6 5 - 5 3 5 45 5 ^ 14 i 10 9 6 6 - Z 95 B $ i 3 - 7 7 5 4 3 - - 5 5 5 4 - 11'-Q' 14 12 10 9 8 8 - - I2 10 7 55 4. 3.5 - 7 7 7 1 7 7 3_9 - S S 0 5 S 5 4 14 t2 10 0 a a - - &5 d5 4 34 3 - - - T T 6 5 4 - - - 9 5 3 5 . 3 - - Cl) HV BLADE ONLY 14 12 10 9 0 e - - it d -6 - 7 7 . 5.5 - - 5 5 5 5 4.5 IL 12 f0 0 tl - - 15 tlb qb 45 33 - - 7 7 4.5 35 - - S S 45 3.5 J - - - 12'-0"t; 12 10 9 8 - 12 95 G.S 9 4 J - _ 7 7 7 7 7 d J - 5 5 3 5 S 5 43 35 If /2 f0 $ 8 9 8 A J - 7 7 6b 45 15 - - - S S 5 45 4 J 14 12 fo 9 tl - 10 75 5 4 - 7 7 8 5 - - 5 5 S S 4 - 14 12 10 9 a - - 05 8 5 4 Jb - 7 05 4.5 35 - - - 5 5 s5 3,5 3 - - - 13'-O"t4 f2 t0 9 0 - - 1.5 85 6 4 3.5 3 7 7 7 7 7 4.5 - - 5 5 5 S 5 5 4.5 3. 14 t2 10 8 7 55 35 3 - - - 7 7 5 i 3 - - - 5 5 S 4 J - 14 12 10 0 B 9 7 45 .75 - - - - 7 7 5.5 4.9 - - - 5 S 5 4.5 4 i4 12 to 9 - to 75 9 4 3 - 7 6 4 3 - - - 5 5 4 3 - .. ' 14 tp g - - Ob 8 b.5 4 3.5 - - 7 7 1 7 7 4 - 5 5 5 5 5 5 4 3 14 12 10 9 6.5 5 3 - - - 7 7 8 15 - - 5 5 9 4 .. ti 72 f0 9 - - - 8 85 i - 7 7 5 4 - - 3 5 5 4 - - 14 Ia f0 - - 9 7 45 3 - - 7 9.5 35 - - - - S S J.5 3 - - - - 15•-O•t4 12 t0 - - - !0 Tb S 4 3 - - 7 T 7 7 7 15 - S S S 5 5 5 M41 14 12 f0 - 6 4.5 - - 7 7 4 3 - 8 S 4.51 12 10 8 6 4 - 7 7 5 - - - - - S 5 6 4 _4 ix 10 - - - q5 4 15 - - - 7 5.5 35 - - - - 5 5 35 - - 1G,-a, l4 I2 10 - _ - 7 45 35 3 7 7 76J _ S4_S i r0 ^ - 6 45 - 7 &S 4 -14 12 15 - - - .5 ss _ _ _ /A „ _ _ _ 5 5 45 - - - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' L1r1 T%•••, „•, ��+�1 02017 Turco,INC. 02017 EASTERN METAL SUPPLY,INC. BIENTHA TM W�E�sF v� A A Accordion Shutter System 1 fit r. E C 8 1 N c. ■ ■ ■ ■ KV. BLADE y1 W/OR W/0 KV. WNDOW DLU American Shutter Systems Irv.N DESCAIPTION DATE OW11 BY: LC. U� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. + DLO 15^0e5 D41E: 07/27!17 ;, G"1•;`�, u ,: 6359Fbbna N.W.36th.St.,St..405.V11M a 0t MM FLO;WA 3317/27 i • :(30S)g7t-iS30.res:(305)871-1531 4268 Westroads Drive 2 DRAWING No ••••••••••; rd 4-11:(alx5god.cam West Palm Beach, FL 33407 3 t5 rr ES-00067t9 17-107 /�IUA4f, 1111 WALTER A.TILUT L Ar.P.E. 4 -+ ' FLORIDA Ua i 44167 5 SHEET P.E. SEdCfS1�NA11iRE/DATE s 14 QF 20 I RRESP0N0INQ MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A MEN MAX SHUTTER SPAN, N GAINE ASU DEIGN PRESSURE RATING AND A CORRESPONDING MO_UNi7NG TYPE, (SEE MOUNTRtOS ON SHEETS 16&17). L_"J B T f=:;Z iv 5 U I No. SPRUCE PINE SPRU INE SOUTHERN PINE No. 2 W/ MIN, Ge0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN, COX p2 Wlt�MGIN,Gt),55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G0.50 W/MIN. G-0.43 W/MIN, G-0.36 PLYWOOD up�0«OFR t4/ W/MIM. G@0.43W MIN. -0-36 MAUI SPAt(t0 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T yy�L MOUNTINGS p.0. WALL MOUNTINGS 13,0. WALL MOUNTINGS 8.0, WALL.MOUMINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINOS P S&V S&V S&Y& Q W& X W&X W& X [6C IF5,:4 IiFntT N186 ti (fT.l NDSB 6TSiFE FAML(p)kamotgoal msto€ARL'" Wfh1£OLSriff +£1'O"I&I 0.7$IWI III=FM(p4 51.(t9W K=RiY p Hew(4 Lasl *ammlc i431ct2 ORlL W ou€x.11 too m 190«{RS52r€SRIG(g�c5tt�NO„'1L DDD(r!j 30 4O 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 00 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6017 90 OS 30 40 60 75 90 OS 30 d0 DO 75 90 os 30 40 60 75 90 1105130 140 60 75 90 105 '-0.0R LEE 12 10 70 9 8 8__ 6 8 6 6 6 6 2 10 10 9 8 8 6 d 6 6 6 6 [12 10110 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 t2 12 12 i2 72 t2 72 12 72 72 72 12 t2 i2 12 12 12 I2 12 fq t0 9 B B 8 6 6 6 6 6 12 t0 10 9 8 8 6 6 6 6 6 6 t0 IO 9 8 B 6 6 G 6 6 G 6 5 4 4 a 3 72 t2 f2 12 t2 12 12 12 12 12112 12 12 12 12 12 12 12 12 10 !0 0 6 6 6 8 6 $ 6 5.5 72 tb 70 9 8 B 6 T-6 6 6 5 10110 9 8 7 6 B 8 fi 8 5 6 5 4 a d 3 12 12 12 12 12 12 72 72 72 12112 12 72 12 12 12 12 0: 12 10 10 0 B 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.510 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 .5 - 12 12 t2 t2 12 12 f2 12 12 12 12 12 12 12 I2 f2 10 BA p_p' 72 10 t0 9 d.5 a 6 6 8 .6 .5 4 i2 70 i0 9 5 3 8 6 6 5 + 3.510 70 7 3.5 - 6 6 8 5 4 3.5 6 5 4 a - t2 i2 t2 t2 72 i2 12 t2t2 12 t2 f0.'t2 t2 t2 05 8.5 7.5210 10 7,5 43�3 6 6 6 5 4 3S 12 t0 10 6 3.5 - 6 6 5 ,5 3,5 3 10 f0 4 - 6 6 5 ,5 .5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.S 12 12 i.0 9 7.5 6.5 0•-0' 12 10 t0 5 3.5 8 b 5.5 .5 .5 3 t2 t0 9 4 - - 6 6 4,5 4 3 3 10 4 3 - - 6 6 4.5 i 3 3 6 5 3.5- - - 12 12 12 t2 12 f0. t2 12 i2 i'0,°✓8.5 t2 t2 t0 8 6.10'- ' 12 l0 7.5 4 - 8 6 5 4 J - 12 10 6 3 - - 6 6 4 ,5 3 - 10 3 - - 6 6 4 .5 3 - 6 5 - - 12 12 12 12 1.5 0,5 12 12 12 10, B.5 7,0 12 12 9 7 6 6 i'-C' 12 f0 5,5 - - 6 6 4.5- - - 12 10 4,5- - - 6 5.5 3S- - - 10 - - - 6 5.5 4 - - - 6 5 - - - t2 12 12 12 10 8,5 12 12 12 9.5 8 7 12 12 8 615 5.5 4.5 12'•^0" t2 1q 6.5 - - 8 8 4 - - 12 10 3.5- - - 6 5 3.5 - - - t2 f0 - - - 6 5 3.5- - ^ 6 5 -1- - 12 12 12 1,5 0.5 8 12 12 If 8.5 7 8 I2 1.5 7,5 8 5 4 • 72 10 - - - - 6 6 - - 12 10 - - 6 4.5 - 12 7.5 - - - 6 6.5 - - - 6 0..5 - - 12 12 t2 0. &,5 7S 12 i2 i0 8 O.3 5.5 12 0.5 7 5.5 4.6 4 12 f0 - 6 5.5 - - - - 72 7 - - ^ 5.5 0.,5 - - - - 72 7 - - - .5 4,5 - - - - 6 3 - - - 12 12 12 0.5 8 6 12 72 9.5 7,5 8 a,5 I2 9.5 8.5 5 a 3 t2 - - - - 5 - - - 12 - - - - - 5 - - - - 8 - - - 12 i2 ii S 7S 5 i2 t2 8,5 7 B 4 12 9 6 5 4 t2 - - G - - - 12 - - - 5 - - - - 1.5- - - 5 12 8 0.5 'S 3 @-HV BLADE OR1 HV BLADE W f IIIA HV WINDOW BLADE WORKING IN UNISON* ♦SEE V AIVIIS OF LRA rCR GLADE 19 SNE£T I9 + NOTES ON ANCHORS REQUIREMENTS; WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS roLLO'e.: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWINO: -SOUTHERN PO;E No.2 W/0-0.65(N-D-S) - 1/4'0 TAPCON ANCHORS,AS IAANUFACFURED BY LT.W,BNLM W/WNIMUM W MEIR AS L4DICATED AT -DOUGLAS nR W/G-0,30(N.D.S,) EACH=11011 ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.o.S) FXCEPROU-1 SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/0-0.38(N.0-&) -WN. 1/2'COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW C19UNC SRAI,L BE AS PER MDUNIINO TYPE U.SHEET 17 AND SHALL CONSIST OF LAO SCREWS AS PER UDS 2015 SPECIFICATIONS, 4.ANCHORS SHALL BE RIVALLED FOtWMO ALL OF THE RECOMMFRULTIONS AND SPECIACATIONS Or THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane 102017 EASTERN METAL SUPPLY, INC. � 102017 TILIECO,INC. �j 111 �•••`„��iFry��; ER �7 TM r 1 L E�-co , cc. A,. ■. ■A■ Accordion Shutter System H.V. BADE#t W/OR W/0 H,V. WWNDOW DADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N Of9CR PTION DATE ORAxN DY: L.C. -, Association. Inc. I OLD 15-065 7/27/7 DATE: 07/27/77 A 8355 N.W.36flk SL,Sa.305.LtFGViN GARDOlS.F'iDRR+JJib Pho" t(305)671-1530.Fo.:(305)671-7531 4268 Westroads Drive 2 DRAWING No CSn' 4c`rtP a mol:Glteco0ad.aom West Palm Beach, FL 33407 3 7_ 7 -y/�Npt'♦�, F+1t %VALTFR A TRUT Jf.P.E. 4 IIT FLOPoDA U..d 44167 5 SHEET P.E. S9[j$t9NA UREJDATE 6 115 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & R HVi BLADES AS APPLICABLE S U E SPAN--L+ 0 — FOR INS LA IONST W O N BLADE 1 0 Y S JWALL FINISH RE LIMITED TO 105.0- psf, A.S& DESIGN PRESSURE RATING.- E SHEEI 19 FOR MAX SPA 1 '/A1 / TAPCON DR ,S SIG SU I G FOR-INSTALLATIONW BLADE 1 WOK G IN U SO TAPcoN WITH ADVANCED THREADFORM TECHNOLOGY ` ;!t I 1/4-0 TAPCON OR TttREADEO 1 1/Y MIn.PENETRATION \/"'` I TAPCON VATH ADVANCED THREADFORM TECHNOLOGY CD AREA TO I W/ 1 1/2"Mtn,PENETRATION OF THREADED AREA TO EXISTING ! WL S£PAR4T70N EXIVITNG WOOD HEADER. - -�� i WOOD HEADER.(SEE SCHEDULE Oil SHEET 15) ! TO CLASS(F,FE ' ' I OR1? ' ry (SEE SCHEDULE ON SHEET 15) 1,` - I 1/4"5-20x3/4'S.S.MACHINE 904'DIAE ON EF{EET SCREWS W/1/4'-20 NUTS i 1 MR StA[Q$)ArID 1 i t ! tta( I � 0 12'o.c. I ON SH=10 FOR r ® i j 1'MRa ExisDHO i Et11LS{A g d� ) y. . � � � � � � I � } � CLASS-'-G L r ' J ') ,t 1 i _'} fi' /c+s•. I J` \ ' i F'' I--T 1 :..^�,�.„„ter! 1FINISH f OR L,-OPTIONAL t - WALL } E%lSTRIG MIN. I ' ,,.l�I FINISH I i JcSll�tlSttl iv t \'.�l 2'x4'YJOOO I 1 OR t..,.(-) ! (-J EXISTING Mitt. HEADER REQUIRED �p 2"x4•WOODr t + } _� i/4`0 TAPCON OR TAPCON WITH ADVANCED ! I HEADER REOUIRED '+'1 1 t+1}, 1 j%I THREADFORM TECHNOLOGY YJ/ i 1/2” ofiGri LO ! )OL SEPARATION ( ) 1 1 �4 } �yi_ ,.''i Min.PENETRATION of THREADED AREA TO CLhSS-•3 TO CLAS(SE1�i , S,: i ..^.1 E%tSTiNO 1401 HEADER, SOFeDLRE Ott 3#ET i MIN,SEPARATION TO CLASS '1f FGi LRIDE 1 AMf1 EXIST r^'^--(SEE SCHEDULE ON SHEET 11) I �� : 'll�':, ; � (SEE SCHEDULE ON MEET IF)) CTI S++EET t9 FOR "! �.-`` 11 t' '4g'}' 2'x4`CONT,Sift ELAOES®&Q� PLATE OAT, �J HY WALL HEADERIINSTALLATION @11K.-WALL S i @M HV WALL HEADER INSTALLATION1 I I E%18TRNC {r— MW,SEPARATION i0 CLASS I ' 1 {Sc_E SCHEDULE offMW.SEPARATION SHEET_SHEET If) t 6Y'ASS--: 1 Gawo (SEE SCHEDULE ON SHEET i t) MIN.SEPARATION TO CLASS 1 2'x4`CatR, (SEE SCHEDULE ON SHEET 11) € 7 ! 1000 P1.41T REO'D o i "'-�.,,, ! MACHINE SCaEYJS D I 1/4"0-20x3/4'S.S. MACHINE SCREWS W! UStNC 1/0-20 NUTS t ! -S i syr SY;F,4 JAIL 1 "K.. ( '�.. l.- fI 1/4"-20 NUTS O 12' i O f2"O.C, I I ) L...L.---.J'`" z'F •m �FlNISH j ( ,s (� O.C. ®I",. L--- --i ita \„ 2-x4'CONT. i,r' 't. 1 I �tt { WOOD PLAT? �4+ i E 0 Rao, r i 1"11in, \� 1 H 1"Min. - 1 i ;; v 1/4•e TAPCON OR TAPCON WITH ADVANCED a1� } 1 .� �( , } S } 1 } } (} `} ) •t a + ' RWFORM RA TECHNOLOGY W 1 A To 2"xa`COM. Min. PENETRATION OF THRC4DED AREA TO t1t+ 1L2-.,- PLATE }t 1 s' , •,} I :.,��{ 1/4"0 TAPCON OR TAPCON VATH ADVANCED _ t lY ( -' t 4'4 TAPCON OR EIUSTRIG v140D HEADER, THREADFORM TECHNOLOGY Vi/1/2` - / 1, EO'0. I y TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR IYPICAL R }1 tI ISEE SCHEDULE ON SHEET 15) •,` 1, 1� }�,11 ' ��1 Min.PENETRATION OF THREADEDAREA INTO PLYWOD - `�^1�'� THREADFORM TECHNOLOGY SHUTTER ASSEL-W. } , �, . R WALL FINISH I 1 i is 1i 1/2'MIN.CO — '. - (SEE SCHEDULE ON SHEET 15) EXISTING MIN,2`x4' pLlYJOOD REO'D. WJ i/2'Mtn.PENETRATION OF 2-MOUNTING SECTIONS CAN BE ` 1/2't4:H.COX PLWJ000 REO'0. STUDS® 16`O.C.!!A%, WALL F[NtSq- THREADED AREA INTO PLYIVOCO COMBINED IN ANY VJAY TO � aEO'D.PLYYJOOD TO DE (SEE.SCHEDULE ON SHEET 15) SW MY INSTALLATION, HV WALL SILL INSTALLATION, %ISnHG MW,2"x4'STUDS 0 16'O.C.MAX,REO`0, ATTACHED TO STUDS IN PLYVJOOO TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.R.0 SECTION 2308 OF THE E'I,V i,jjAl� SILL.INSTALLATION ♦IEE UL, TIONS OF U OF P�HV W L SILL_INSTALLeTI0 F,D.c. ,,,,,,,, 6tADE ADN EHEET 19 tt Fl.ORlDA DUILD111 CODE{Non High Velocity Hurricane Zone: /IIIcR AL r, 02017 TRTECO,UIC Q52017 EASTERN METAL SUPPLY, INC. i1L1EC O �N�. ,A■ ■ ■A■ Accordion Shutter System HN. M DE#1 V//OR W/0 NN.W1NIM MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,u pE3CRIPT a1 DALE p tAW11 BYi LC Association, Inc. I OLD 15-08$ 7/27/L DATE: 07fa7 i7 8355 Mx 360,SL.Ste,711?.Y,firatUA 4iJ+00lS.rtCRRM 3316 Pho e:(305)871-1550.Fax:(SD5)671-1531 4268 Westroads Drive 7 a- 0:eamaooaoLaon West Palm Beach, FL 33407 3 DRAWING No �•�1�,Q.pT...... `,�t�11sYY WALTER A�UJTigr.P.E. 17-107 s i a P.E. We."DATE FLORIDA U.!44167 s SHEET s 0 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & g HV♦ BLADES AS APPLIGABLE . SHO-79IR SPAN L± 0 - FOR-INS-TA"—TIONStT d WITA HVB i 0-NILY SHALL BE-LIMITED 0 105,0 sf. ,S.DDESIGN- ESSURE R NG S E -19 FOR-MAX WALL 4.t Ox SPAW. I OR T T I DE QRKIN(; U SO 1 i/d'e TAPCT4 OR 4'x8'(M.in.y EXlsitriG ""-7"'��i� ED— F D Eo z•alai, F TAPCON WITH ADVANCED _.,_�. EDGE IF APPLICABLE) THREA DFORM TECHNOLOGY STRUCTURAL BEAM ADEDU EO. j r/i ' --- ,,.•' t OF EXISTING XI TING ADEQUACY •, /`� , r..--..---- / Yl/ f/2'titn.PENETRATION 1/b"C-2Qx3 b"5.5. tl I a OF THREADED AREA TO / Of EfOSTING WOOD BEAIA k'4 1' PHILLIPS TRU55 HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER, MACHINE SCREWS REGISTERED ENGINEER OR� `'w/ EYASTINO WOOD (SEE SCHEDULE ON SHEETW/1/a'-20 NUTS ARCHITECT PRIOR TO EI--ry, —E --"'' aOR / 1$ o 12'O.C. SHUTTER INSTALLATION. r � t/2' 1/2' RAFTER D 24' ' O,C.REOUMED1 a'o7JtPCIXf OROR 1$ � r t EXISTING 50FFTT MOON WITH ADVANCED r'257' iHREAOfQRld TECHNOLOGY r; t 3/6'Mox.THK. Max, W/1 1/2'UAn,PENEIRAAON ' /f d34' ' O-0-la'C AL OF THREADED AREA TO EO„+-c0�' E4 'EO X-0-1la'CONT.ALUM,TUBE PTKMdL EXISTING WOOD HEADER. r �'f S.M.S. I;; (SEE SCMEOULE ON SHEET f 5) r t2 0'O.C. 1 ® d 51"11 a In OR TRUSS,S f0 !!! W-11r."TINO I 1 or @or 151 or 1 or 1 N RAFTER OR TS AT14101M E LAO SCREWS AiMIOlADTH OF EtnSntla WODO MIN 2'x4" 1 f MEMBER,(2"Min.NOMINAL EXt5TW0^t OPEN HOLE AT EACH WIDTH}}WJ 2'Min, Ou;S II HEADER R£O'D MitL SEPARATION TO GLASS EXISTING I '� STUD TO ACCEPT PENETY3ATION OF THREADED I (SEE SCHEDULE Ota SHEET f 1) OLASI 5/fe'e!AG SCREW AREA.vA1f0 FOR i AT CENTER Of TUBE. INSTAL:ATIONS WITH 72Pe( i MN,SPAFAM" I MAX,A.SM,DESIGN LOAD AND Q FIV ALL.yEADER INSTALLATION 1 >n CLAW= ExCLASS I G#.TAFAFAMW= V-crIUSTA Max.SPAN.THIS ti xltmAt 0 gp� GLASS TD aAS('.EE N ItNST,LLAtIOtL Is Ot$r Yw0 ,I IEa 1AffL ua //��^^�� ^• m�at� FOR WOOD W/MIN,SPECIFIC I a,9a1T 1poT V DR iR, eoMR MN)r O FOR GRAVITY OF 0,50 A5 DOUGLAS _ •CREST'a FOR rMck s1UmR ASSDAGLY aACfSa)k i9 I Il10IS(D p 1 OR�� OR EQUAL.OR {ERN PINE No.J, 2-MOM ;SECTORS cm Be COM304:D (T)NV CEILING tNSTALLATiON IN$UY WAY TO MR AMY 015TALLA1701L U HV CEILING INSTA T 0 m OAss _ -x--SWAWMOR I MIN. I I ' -(SEE SEPARATION TO I I EXISnNC.LASS '�1 SIM 19� j � SEPARATION CLASS i GLASS\ I O r,Q�k (SEE SVIEDULE EXIGLASS�STING ( ti ION SHEET 1t) (b ALTERNATE (1 Ex15nnc I ( WALL LOCATION 1 , FINISH 11 i f/q. i 3 wra '10 4'HEX GLASS--i I I I 2'x0•MIN.wom ©' 7 3/B Mrr, WASHER HERO TEN Max, t SCREWS 0 12'o.c 1 DECK REOUIREO fi T 3 OR 2'x8'MIN.WOOD , (it()FINISH DECK REONREO(NO _ ALLOWED) FINISH ALLOWED) '^ Ems-~- - -�~ j a r t.1 1 --""`'_'... _—�l2'• f'-- Oi _ EOCL OF PECK 19 EDGE LI DECK DECK IF -- IF APPLICABLE o IF APPLICABLE APPLICABLE _ �• -� i S 1/a C-28x3 4' i }} 4 I { 1 t/4'e TAPCON OR 1" \..PNILUPS TRUSS HEAD 2'-toil• - 1/470 TAPCON OR TFPCDN WITH ADVANCED 4: TAPCON WITH ADVANCED IA'n wNE SCREWS ""`��~-_�.- i i THRfJ OFORM TECHttOLOGY YI/ I/b'-20 NUNS f THREADFORM TECHNOLOGY W/1 1/2'Min. 2•xd•COfR. '}SILL PLATE }I I W/ I 1 2'Min,PEfLENtAT10tl fq f2'D.C. /4'o TAPCON OR TAPCON t'IITH ADVANCED THREAOFORM 'MIN. PEINE07AnON OF THAiADEO l 4RE40. :4 i,S _Qf THRf £D AREA TO TECHNOLOGY Wf 1 t!2'Min.PENETRtT;pN OF THREADED AREA TO EXISTING WOOD HEADER.(SEE F EF5RNC YL000 HEADER. AREA TO EXISTING W'ODD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET�V 1�V WALL SILL�NSLALfSeL TION B �iL TACT Of BOE FOa IHV FLOOR iNSTALLATIQN (2)BY WALK—OVER �[SfAILATiON •SEE _J FLORIDA BUILDING CODE(Non Nigh Velocity Hurricono Zone' •n C••.,, J•"Z 02017 TILTECO,mC. 1 UG 02017 EASTERN METAL SUPPLY, INC. IAA�P � 41 N ` .V- BERTHA TM A Accordion Shutter System 3 , > i 1 R. E�c. ■" ■ ■A■ HN. BLAX#1 W/OR W/0 H.V.WNDOW BLADE TILIJT TESTING k ENGINEERING COMPANY Amertcon Shufter Systems LY.N DCSCRIPNOrJ OAtt ORANN RY: LG (�N Assoatatlon inc. I OLD 15-085 l271f DAY 27/27/17 S, Q 0355 14M,38tH.S4.Sts.305,MtSioM CAmMIS,nOgVA 331 I .1'... �' Phone:(J05)d71-1530.Fox 1(30S)S71-f531 4268 Wesfroods Drive 2 DRAPING No s+/ �•j,.(1..... � ' #- of:IIftoO.W.4am West Palm Beach, FL 33407 3 17-1 07 0019 NAL t0 WALTER A Tug Jr.P.C. a � SGFLORIDA Lh./aatBT StE- I.E!SEAL/ NATUR/ aF 20 I NO I—NSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2" 4" MIN. WOOL) STUDS Ala•NN.wwD rR1UDa sIEO'D, ,_Yaa•wN.ROrtJ 2'va• t 000 Tun ,\.,.- 1/a•• MCO'I i x:N, t.Mom) /{.. 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END CONNECTION DETAIL 9 Nb -END-CONNECTION-DETAIL(�} END CONNECTION DETAIL® O .Rw -CONNECTION Fol LION bETA1L 0 �wmaa •atwam iaur rw h'urs tautX7t rua Iz-a" arcs Y•P Y9/.k �I/4.0 7APCVl Yt 1fa•.TAPC•Jf!4 s tasifY 54.3. STLCS RE9'D. y/1 1fa•u,t, x/+I/7'lalx ola c r%IE,aiD CLAS-1 cpaTaArtp+O li•a,e. PLNEgµMN D Ii'D.c �t'V' " Lam' \ 10 aAsr taa: r; ♦ SEE LF `TAr S aF USE FdR m ( i • i i fY 14N. �:Ian %OEq dpi m _ V GLADE ON SW1S 4 ro®1%C a+Dm' Y f 5 aA=I>& a w CR u � IY> �jG�cn8 aocn q OCR X�+ l •+er. / {�! ��.Q� 4 a _ b •fvG 'O• w0•' wL raw PEO'D.::a'wN.waan xRL� 4{-C4 O C�) aC��s�f�• { acuur�( AM 1ff •i�• 3yQ Q$ 403 5, MH PLAN 131'0'C�-Q Z3 LAN @)•O.•L7i0&- �'•t4•@3• �.(2j. �•�•lT3"C4�•:dJ • ?•a•[•£�- •{ Q' '0'tt'�'� DETAIL X END CONNECTION DETAIL Q END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' IYI'`ar•,,.... 02017 71LTECO,WC. 02017 EASTERN METAL SUPPLY.INC. `, �l ••U�i�rYst�`'••:v'�= �r7,w nr A � 5 A BERTHA VTM i L E C to ■ Accordion Shutter System KV. MADE#1 W/OR W/O N.V.WIRM BADE • r9t * TILLIT TESTING & ENGINEERING COMPANY Americon Shutter Systems N.N PESCRIPTIou DAR DRAWN OY: L.C. Assoclotlon, Inc. I OLD 15-085 27/1 DATE: 07/27/17 6355 R.W.360,St.Sta.305.NRDTRA a+RDStai,nbRIVA 331 Phan.;c3D5)571-1530.Far;(305)871-1531 4268 Westroods d3r4vc 2 n-mall: DRAWING No 14 Ot. o-L.Q. West Palm Beach, FL 33407 3 1'—�07 cSi n,..... . ,f SraNAL iv .•' WALTER A.Tun J1.P.E. A MORIDA U..A"107 5 SHEET P.E. SEAL/SIGNATURE/DATE a 18 OF 20 (p� y t (1✓s�"f�o+ ' 0 GENW& ummmoNs ANO_CONGmON5 JOE ME FOR BERM to <'i'I t,M.A.S.D.DESIGN PRESSURE RATING:+110, 110 p.e•i. 2,uax $HUtiat$Put 9a' 3,ALLOWED MOUNTINGS:A,0.0&N ON SHEETS a.7:AS WELL AS NOUNTINCS M,01 T.U&WTESQON SHEETS )1oy,&17, " 4 ppm ONA OEM IN A SSYM�Erfl7�d40 pR oPPOSiNCRL�uT�,�f�C!ALLOWED WITH //�^:�✓p0!' . L•ry {� �ZS OUT, ENLIST BE INCLUDED ONLY AT EMRICR ACCESS SIDE OF TYP.FA.ENO �� rI � 5.(A)IN WINDOW GLADE®t SHAD.ONLY ALLOW IAAIfJMW OF 5 oPENJNG$ (3-#HOLES)FOR a PER BIADE AT SPACIJCS SHOWN ON SHEET 4, 4 MAX$ri1HD0'ti5 (-•} r' r or ANY 3Le HOLE FOR(4 SHALL Be BOTTOM EDGE OF t!V WINDOW DIME!(„� ALLOWED AT W u WINDOYf BLADE (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1i s s s A � (0)WWINDOW GIME@ E MUST Be USED ALTERNATE TO A SOLID NV BUDEQ THROUGHOUT SHUTTER'S WIDTH. M (C)CT E) NATES$HALL ALWAYS BE INSTALLED ADJACENT TO A SOLID WRLLCE t AT EBHtTt SIDE of THEM. - $ gA 111111 , (C)POLYCARSONATE HV HTtwoA�SHALL Be INSTALLED SOTFLQL TABS FACE SEE END ISSkddd'd TILE NTERJoR of THE OPENING 8 PROTECTED.IN WNDWI(�MUST BE CONNECTION A s s A s �' A' ONLY RJSTALLM AND LOOMED USING A IN SCToNO TOOL PROADED BY ASr_A, ETS DETAILS all SHE114 2 0 INC. f4 FULL HEJoHT. pxd 6.SEE ANCHOR SPACING SCIEDULR FOR INSTALIATIONS INTO WOOD FRAUE { gg9d BUILDINGS ON SHEET 15.AS LIMPED BY SPA AND DESIGN LOAD(SEE NOTES ,gC P WPI ,B ' &2 ABOVE). rr - 7.SEE ANCHOR SPACNG SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLACK WALL ON SHEETS 12&13 AS UURED BY SPAN AND DESIGN LOAD(SEE NOTES I&2 ABCIME B.U%MUM SEPARATION TO GLASS SCHEDULE.PER ASTM C-IORO: TPLAN i±REQUIREMENTS) W -@-(g n) WIND ZONE MINIMUM SEPARATION TD CIA% UNLIMITED W! 1 THRU 3 1•U11. A3 '. ELEVATION 4SEC SE1im x Z''01=BLADc t1 4 825• EXISTING CLASS -,,,_..-ti _ — CN THS SHEEP FOR woes(D&________r_— wr 5 'fftifpp If Ot- 40 T ATEs @ \ OR �J ` W/oEOTE 4 ABOVE) PLA a T PIY CAL n HV GLADE WORKING IN UNISOW WITH HV WINDOW BLADE SHUTTER* FLORIDA BUILDING GORE{Nan High Velocity NUFCICOnO Zone' LA M, 02017 iU.TECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA NVTM i.�ltt� Q t O Sao. ■ ■ ■ ■ Accordion Shutter System }k i FIV. #1 W/OR W/0 H.Y.WNDOW BLADE American Shutter Systems a R DESCRIPTIDII DATE ORAVM BYI LC. Cfi TIL.LIT TESTING & ENGINEERING COMPANY Sass N.w.:61.5L.St..Sas,MRP'.vu CAFCO,s.€LORCA 3a1E Association, Inc. + OLD 15-083 7/2Mt pAlEs 47/27/17 d '•'0 Q` �+, �'-.Sl.Q ,.•- -I' Pt one:(3o5) lt.Fa:(aDeT1Isa1 4268 Westroods Drive x DRAWING No a-0:tTlcoOoLeom West Palm Beach, FL 33407 s RALV WALTER A TILLIT Jr.P.C. 17-10 7 FLORIDA Lk. 44107 6 SHE P.E. SEAL/SIGNATURE/DATE / 19 OF 20 I . +�j2.0036,714CK INSTALLATIONS WZ� HV BLADE & HV CENTERMATES urn,0 J A-G53 GRADE.Q n, VARIES ' INTO METAL STUD WALLS �T Urn.L stu CALM.STEEL 2"-Q'' * { .063" -raaL slues at lo-Q.c. 43b a•og• ---- -- 30 1/4"0 NOMINAL - --- +/2• a7s^ >k OF USE ALUMINUM--SUM V 0 6063-T5 ALLOY G 3/r. oris'TtgCK» 436 43° I $1'STEM INSTA Isdl 11ON TQ METAL M-0 WALLS CONT.6ALV,STEEL TRADE CRAMlEL. D 6.O.C, O 6"Q.C. AST-A-653 CRADE".Orn.C-60 + SEPARATION TOLASS-SCHEDULE 3.000- GA.YAJR2ED FASTENED 10 sTLws ' ; O G 4 N Max. w (2)fcn/2'TeK SCREWS C,N E)D9TTdc TNSH sg } T 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 1 DR&EMRICH ME AS APPUMLE � 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3c LENGTH + +- EXISTING CLASS MW,SEPARat1aN 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS (SEESCHEDULE) 43 1J4 " BOLT ® 4. ONLY ENTER 2S Wj 24 HV LOCK ARE ALLOV7rD 1 THRU 3 1" ') m WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c 1" s USE 0 (2) 3S (6" LONG, MINIMUM) MUST ALWAYS BE 4 C Twpc u . ex157uae MISH T INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF +.373' OUT.GAL.I.STEEL 1RTK CHaNtfEL, AS APPUCAetE ,} CENTERMATE. A-03 CRAM 40-a,1 ULVA142W FASTENED TO STUDS W/(2)fool 2 TEK scams on 43e 430 . " IEP" rA FAc£ ,0 6*O-C, e6'o•C, y 1/4.1-20 THREADS # _:=! ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR u�C _1�4"0_ �tCO CONSTRIICTraN or W t _ 1/2~ t r 3B CENTERMATE21 APPLICATION WITH BLADE 1D PRODUCTS FAR—LOK HD V. 1 t/2"'053 C THICK .:'r:.VARIES dq 6 04. COMPONENTS Asn, CALV. GRACE aQ 2:•{rldij, -'"'G-oo Saw.srEEl '• MS 4y�1L HEADER SILL IA'STALLATIDN METAL STUDS AT 1g•O.C, I f., / '• ^E)DSTtt10 FIN3H AS APPLtCA6lC SCALE: 3/$'= t- (riP.TOP to DOTTOM) A. J-ExiSTINO C10.S5— _ _ _ _ _ _ - ONT,Cy,V.STEEL TRACK CHANNEL, ASTM A-653 CRAM 40 M.-0-60 .,,. - �, '"• ,i - CAL TE + -.....;.•-.• .._,,;,.`....:.........:''. •.' .':.`r..';':±� r.{: , .. � ,:.'.,, , �". - �..^•.`�. t' GALVANIZED FASTENED TO STUDS i I i W/(2) IME 2'TEIt SCREWS"ON I' 434 43b 43c: ; ; SYMMELRYCA4 !_ ' I SYMMETRYCAI, Mitt.SEPARATION vARI I •-I i''" A '., :i I.r ':., `. }:.�.� i i-.,'y. TO CLASS 2 } I ItiTERKTR 8£XTERtOR EACC CENTERMATUS W I ENTERMATES W/' I } ' ,EXTERIQR ACGESS SIDE: ; ,: .INTERIQR ACCESS SIDE ;_; (SEE SCHEDULE) -,,. I I A -- ---_•___ --(TYP.)---------- ----- ----- ----------------------- —1N -- ----------------3—{6^Mia.) - IN -- ----------- - - ------ ---- --_ 1 -2-1 ------------------- - 1 2)42 21 • - 21 21 • _-• Y 21 I LOCA 0 AT i 2 LCA-) �___ _---—-_ - ------ (6, - HV HEADER/SI ENDS `4 12 3 (6"Min.) --- Zq - - NECYIEY 3 t/a•(typo) II 7- SIDE CONNECTION TO TRACK 6 1/2^(TrP•) .7.� 7" 6 1/2'fAPX SLACK {Cont.) BYA .n BLADE SLACK DEWL HVE fNC FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone nT�.TiL(, 62077 TLLTECO,INC. r� - 02017 EASTERN IAETAL SUPPLY, INC. Ll� � ,,•� - - BERTHA HTM -- A A. RV WX Accordion Shutter System 11 L 1 C O �N c. A.S.S.A. #1 W/DR W/O H.V.WINDOW RADE ul 711.1.17 TESTING & ENGINEERING COMPANY American Shutter Sy st®ms .N DESCRNawN DA DRAWN BY: L.C. 4755 N.N.36th.St.,St.343,WCUA DARDF2.5,TLORVA 33+ Association, Inc. t OLO SS-085 7/27/1 DATE: 07/27 17 TSD �� cho.e:(7as)e71-+s7o.r".:(sos)grr-+sai 4268 V/estroods Drive 2 pRAPIING No P,; c4 ip e-mea:lfixo0oa.com West Palm Beach, FL 33407 s �� . EB-oQCs7as 17-107 n A ,' WALTER A U. #44 P.E. 3 SHEET P.E. SO E'DATE FU R2aA Lk f aa167 S 6 20 OF 20