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Home My WebLink AboutProduct Approval =i 1/612021 Florida Building Code Online Lv } � 50-2 1 fl � `r G • � of BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map t Unks I Sean3: c�l Product Approval USER:Public User Produce AAprnvalAlRnu>pjnduct or agg_licnnon Search>gpplicatl0n List>Application Detail '�09 FL#• FL389-R10 Application type Revision �� ® � `�'�' Cade Version 2020 6 ri Application Status Approved ®�� Comments Go o�� t® Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastommetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F089 B10 CO? COI /,SSA BLADEI .ndf FL3139 R1O COI GOi ASSA BLADEI 2.pdf FL3ffl Rt0 C01 COI ASSA BLADE3-pelf Referenced Standard and Year(of Standard) standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330, 2002 TAS 201,202,203 1994 Equivalence of Product Standards ®✓0 a Certified By " Sections from the Code www.floridabuldin .or 1 r/ r a dg.as x7 aram=wGEVXQwtD vYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzq%3d 1/3 9 9P P_ PP_ P P 4 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL* Model,Number or Name _ Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F►22 R10 II DR WING ASSA BLADE3,pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D",Max span is 12'-3"for 40 psf FL389 Rio AE PEI2 ASSA BLADE3:pAff positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"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 1 Extruded aluminum Interlocking blad7tiiaicksOnly-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protectionLimits of Use Installation Instructions Approved for use in HVHZ:No FL399 Rio II DRWING ASSA BLAApproved for use outside HVHZ:Yes Verified By:American Test Lab of SoImpact Resistant:Yes Created by Independent Third PartyDesign Pressure:N/A Evaluation ReportsOther:Large missile level"D'.Max.Span is 16'-0"for 30 p.s.f FL38�RID AE PER ASSA BLADEInegative ASD load depending on centermates and locking rod Created by Independent Third Party configuration for the HVI blade,8'-0"for+64,-72 p.s.f,A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HVIA 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 a es re a ne by`trreac s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RI O II oRW ASSA BLADEI 2 pry 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 Ft 3s1a BID AE PER ASSA BLADEI 2 pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes (25 and 28 respectively • 132r� tVezt Contact Us::3601©lair Stone Road Tellahassen FL 32399 Phone:850.40.7-1824 The State of Florida Is an AA/EEG employer.Cgp�right 2007-201a State of Florida.:; rive statement;;Accessibility Statement::Refund statement Under Florida law,email addresses are public retards.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall 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,RS.must provide the Department with an email address if they have one.The emails provided rovide the Departm Department with n emabe used tor official il address whon ich caith n be made available However too themail e addresses ublic.To deter public miiine if you are a licensee under Chapou do not wish to ter 4558FS�,please al dick lease P PP Y P here Product Approval Accepts: Credit Card Safe www.floridabuilding.org/pr/pr app fi.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzge/a3d 2�3 GENERAL NOTES:I.ggB��BLLRTIppAH..CC.VQQ. RDIaN SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EOJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH E�=OCMmIIION)OF THE R E. HIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. l� DESIGN WINO LDADs SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONNJTY FACTOR Kd+0.65,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(D Ae BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THER SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERM H.V.ACCORDION SHUITER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATE.REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE 0 #0214.01-03.00715.01-03,J1004.01-05,A1214.01-05.#0317.02-06.®D609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2: HV BLADE 1D AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. _[WHERE APPLICABLE) —HV WINDOW BLADE 0#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725.01-58 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEEr 5 IN57AUATJON DETAILS A—F,CONCRErE/BLOCK SHEET 6 2.HV BLADE(!)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(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE g14x275'AND#101.75'RESPECTIVELY,410—HT DINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND ISO ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACRDSHIELD CaATNG SYSTEM AS MANUFACTURED BY APPROVED CTMERMATE ALTERNATING DETAILS HV SHEER 9 COATING APPLUATO RS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS O401CATEO ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 ke.AND 35.7 ksl FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE—CONCRETE& BLOCK - SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 5001E WITH 50 kdI MIN.YIELD STRENGTH AND 90 kri MIN TENSILE STRENGTH. ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE—CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-3137 GALVANIZED STEEL.OR ASI 304 OR 376 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:RV SLADE 0:12.13.14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE D&@ WORKING IN UNISON:12. 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 8,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT g5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE Al ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,TNRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAM INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH MUSTES T BEAR EERMAN OR�I�t LIN A�VISIBLE E WiM WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLASS ALL HV AND HD HD LOCKS. AREA 4: HV WINDOW BLADE ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 17G9.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 13.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES 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,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THUS P.E.D„PROVIDED HE/SHE DOES NOT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (D)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; I{tll IYj4 02020 MECO.INC. ©2020 EASTERN METAL SUPPLY.INC. `�,,,•� 1 A; TA,,,,, BERTHA HVTM y�Q ' \CEN F':��-s__ 1 L E C O i Nc. A■S,� ■Ao KV Aacordio�n Shutter System y / No.447 7 C' Arllerioan Shufler SyStems REV. DESCROMON DaTO DRANN.OY: UP * TINT TESTING & ENGINEERING COMPANY A6DOcici lcn. Inc. I OLD 17-107 /2/20 DATE: 7/2/2020 (L13S RW.]BMA.51.,51..341.Wt(iNM ITMDEBG.NLaeIM A78 e STATE r. rF� �" Ph.-:(305)871-1530.Fax:(305)871—,531 4268 Westroods Drive 2 DRAWING No _ c maM:4llaco6colcnm West Palm Beach, FL 33407 3 'PCORIC ,. rw-o6067,9 20-164 WALTER A.nun Jr.P.E. .G� EAL/SIGNATURE/DATE FLOROA U./44167 5 SHEET OF 20 // 3'e FOR a1NDwr 91ADE® @ VARIES 1.491' Ets 1 s16� 2'34 n o•rr. a \n 4 0P"S Q; <4a 4" o I �/ o .09D•1r 4371 4.857' 4.999' 1 HV SOLID BLADE "• '75 �N 6 0 HV 90'/180''CSTARTER O 3O HV UNIVERSAL FLOATER - KCOVERED UNDER US PATENT# 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADEOI ® LA HV DIRECT MOUNT HV BLADE HV WINDOW BLADE- 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLA-SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 3-T6 ALLLOYD AND TE R 6063-T6 ALLOY AND TEMPER 3.225' 1.500' 085' • ) ��` 670' 2.670' 6 1.000' c( .670' 2226' a 072 0 842 .994" 6 h 1 Q _71 4.697' I of n n .815' 2.092' O7 HV ADJ. ADAPTER WHIP 4.436' 12 0.072' I�-------•I 0.072" f-' ry 1.375' C 3.226' , QUALIFIED FOR USE W/ HV O HV WALK-OVER TRACK 920 1- SLADE 10 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ liV 9OHV TRENCH TRACK 1�zs5 3.75D" I 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIED BFORR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE DONLYLADE . 1� HV RAINGUARD 1n 1 6063-T AND TEMPER QUALIFIED FOR U E W HV 6063-T6 ALLOY AND TEMPER a VARIES ((��SS)) / 1" 1.915' VAR19 1.936" 6063-T6 BLADE LO EAAD TEMPER Max. o 1.917' c •I ax of 083' 083' r 083' $ .083 A93 •°93"'qwl r .100" I - o n .125' I o. .060 •" v ' .060' 0 670 1 1 .093' .09.3 pl ' ��pl II 670 1.886' $ OAI s70 0 L�3.520" 3.520' 3.529' ?i 11 HV CEILING 1�j HV HEADER/SILL 670 3�Z l6�\ IL HEADER USE / 13 HD CEILING HEADER/SILL O LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED66O3RT6 ALLOY AND BLADE QUALIFIED FOR USE W/ HV BLADE 1� 14 HO WALL HEADEIZ/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV E6TEMPER TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. -T6 ALLOY AND R MN.t COMPONENT A B T1.062Y 5"MAX. 1/8" 1/8'2' S'MAIL 0.192' 0.192"LES 6 OSTt9 z.s" 7'MAX. 0.190" 0.190' QUALIFlED FOR USSE W/ HV E W/ ALUMINUM ANGLES �QUALIFlED FOR_USE W/ HV BLADE 1 TEMPER BLADE 1 ONLY. 2' 5'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. A■S■S■�■ BERTHA ter S Accordion Shutter System No.441 7 KV. MADE#1 W/OR W/o H.V.WINDOW MADE butter Systems TILLIT TESTING & ENGINEERING COMPANY American S EY. DESCRIPTION DATE DRAWN BY: M.P 6355 N.W.36N.51.,Sta 305.VIRGNiA GARDENS,FLORMA 331V. Association, Inc. I OLD 17-107 /2/202 wt. 7/2/2020 STATE 0 ZO?if) Phona:(305)871-1530.Fax:(SOS)871-I531 4268 Westro°ds Drive z a DRAWING No F<ORIO -"°''�°o�`fi;;s West Palm Beach, FL 33407 3 ''IFS/OVAL a ALTTER A.u 9 Jr.P. s SHEET 64 i� S q„ E� SEAL/SIGNATURE/DATE 6 2 OF 20 I 4.660' 4.576" 9 9• 1/4'-20,1/• 1/4'-20 OIE CATT .745' 2.293• FIAT HEAD iHRCADED KOUSMG ENAMEL 2.29}' .745' 0.334' t/4'-20 p SS' 6AKLD PANTED (taf0. GS m b (2 7YPJ - TWREADEO DIE CAST 0 M1 ^ m HOUSING PAINTED hJ m &KED PANTED n _.062' n uci - o. / .%m.,n H U.I- ' m m� KNOB�-� 1.325• _ o y'i• n c .318.875' - 0,2t4• - �. - cl �� p`N•R4 1 c S7711 Lmum CYLINDERKIM Em(CHRsME PNOERHV CENTERMATE �� P1ATDj QUALIFIED FOR USE W/ HV BLADE tO& 1�ONLY OF F 0 G GOO 2;" s ® HV LOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA FOR USE W/ HV BLADE(J& 1 ONLY �. 3.023• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV • 6063-T6 ALLOY AND TEMPER CORNER CENTERM�AUFlED FOR USE W/ HV BLADE 1 ONLY BLADE Q& 250'O.D. BLADE 10& ®ONLY. T 2.874• 6063-T6 ALLOY AND TEMPER \ 'S16� D TO .756' .92' PLASTIC HEAD 4.045' -32" MO SCREW v' m � 2.079• 1.753' -I 111W�� n 01i2• (p I "•I 6 _ n ^' .360'AFTER RNEIING W �°� Ds' r� 1/4"@-20 X+3/4�' BEFORE RNETINC U BS W 114" -20 RIVNUT# w1 1OI I 0 o? *SERIES 9444 A.UMN (2024-TS ALLOY)LARGE FLANGE THIN .822" SHEET NU1SERT.PART 0820.AS MANUFACTURED BY AVDEL PLAN FRCNT ELEVATION ® HV E " ".LOCK CENT R T 1 4.566' CHERRY TE%R1RN,PA ENY,NEW JERSEY 07054 CR EQUAL. © LOCKER FOR "IL LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2991 HV FEMALE "T" LOCK.CENTERMATE ® HV "T" LOCK ® V OCK QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE FlED FOR USE . HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE. W/HV BLADE I�ONLY. BLADE 70 ONLY. 1.9 7 I 1 �s L� 3.781 o .0 _ 063• L° ~ • ., -1.0 , CYLINOERROR .214• .063 A62' .214•m KEY CYLINDER .545' m ml J n N 0.875•Min. 31 D NO OC ING ROD ®HD CENTERMATE w� LOCKING ROD .4os �I gl' ODD r �! 1 .125 Max. OUALIFIED FOR USE W/ HV BLADE)& A QUALIFIED FOR USE W/ HV BLADED&Qq . 6063-T6 ALLOY AND TEMPER ® HD CENTERMATE'S INSERT 1 I 6063-76 ALLOY AND TEMPER c ^ $ QUALIFIED FOR USE W/ HV BLADE 1Q& 10 $ t/4'0-20 ss.oR}/e'o-1s - 1.130' 6063-T6 ALLOY AND TEMPER �ACLTAL THUMBSCREYS. tt 2" L `FTNUMBTURN (SEE DETARS) / CYLINDER DO OR KEY ---- - _ �� • 1.57 Min. CYLINDER LOCKING OD 0 - ® CKIN R LI75.0 '/4•P ® HD LOCK F QUALJ LED FOR USE W HT BLADE 1 6063-T6 ALLOY AND TEMPER ©}_'N 3,/80-16 .ACETAL © HV 1/4" 0-20 AISI 304 HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A �LLED ATATTRAC SILT RE PROPER EQUIRE A M76sMENT gUALIFlED LE IFORBUSERWE/WHV BLADE�� QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System No.44 67 t E Hv. aADE1 w/aR w/o KvMrooa eaDEOA S S A *:. * American Shutter Systems - `'*' TILLIT TESTING & ENGINEERING COMPANY y .N. DESCRIPTION DATE DRAWN BY: NP 'o•• STATE F Association, Inc. + OLD 17-107 /2/202 DATE 7/2/2020 Z.p•. �� G357 N.W.36th St•Ste.305.WiGINIA GARDOM FLORIDA 3318 %O F : Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive z �� ORI P •� ``�� e- 11:b10t�eco019l.com West Palm Beach, FL 33407 3 DRAWING No CA�AL 1 SEAL/SIGNATURE/DATE F�o"Lie.�441667 E. s SHEET 64 9 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV /8 C --IY M.LC 'NCE 0625' ` I TO EUBE TOP Q HV BLADE 1 l� _ 1875" � O6Z5' ,0625' HV WINDOW BLADE .C625' $-C'IIaN'R-X ® HV BLADE 1A� �I I I 'c OPEHIN .o62s'1-187s" Y ® HV LONG RECESSED NYLON BUSHING-� i .. I; o ^ I KNUCKLE 0.062s' ® HV SHORT RECESSED NYLON BUSHING v o3 �wp i �nAT PORTION I ( R7.750pf- ® HV NYLON HAT WASHEROR ® ,; ry m # i a B�Aer %TEPoOR /1 3i5C' HV WHEEL CARRIAGE AISI 302-303 SERIES I A, a9' ® I �; 1 .� ��¢z/.`11750' _J I x 0.870"x3/16"THICK NYLON WHEEL. C%'-1 I I ;� -;r73' +.. ", 2 7/8-Wlu.l — •: �T+v vr,NBOW f + '--' 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION; •! o3.00_ "? =�0625' 4 HV 1 3/4"ACCORDION PIN W/#8 HEAD * EXIOR ZC� ! 1-E7 C�NINOS I 3/4' Ecnwt Y-r TER hI 'j� o !' all CEU`TeRS, 3 HV 2 3/4" ACCORDION PIN W/ (f8 HEAD K je j l} 4 4 I m r- -� - "an;nEy°nL1 _ I 1 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW T T7 I -lAps,f TYPICAL HV WINDOW BLADE �A AND I i --' =� I -- — — — rs POLYCARBONATE HV WINDOW DETAIL OR (9or:It(SEE NOTE FOR 3 itEOUIREMENTS} I I O OR (i� j I �• f I J FOLYCARBONATE IMPACT RESISTANT HV Y11ND01V (I BAYER AAKROLON 3103 FOLYCARBONATE tz'sew,c Ee `�cE RESINS, UV-STABILIZED GRADE OR SABIC I'1 " J _ 1 TC BLADE E M INNOVATIVE PLASTIC LEYAN 103 RESIN PIN1 S i Q ` ® I i `-�_ .� (SEE NOTE "F" ON SHEET 19). 1 I T'IgF 1 OR g i t---------1_1-.: / oao (1) P.V PIN 43 SHALL AL'NAYS BE USED AT ALL EXTERIOR = BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR n � � �� I POLYCARBONATE SOURCES FOR 4 HV 1A BLADE. TYPICAL SHUTTER AYSEM®LY EXTERIOR�06 +F us1E F�uS N.TS '� , MID VW PIN O2 OR 4.',A7 'i 3' pp eimm.ls a x (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT ExT�IOR_ i• "�""" '"� i 444 BLADE'S KNUCKLE. FIAT— EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D oO.;z4- � (SEE NOTE a FOR cccnc cpA� AsTO In92 0.00 m/i. a.N3+skl' BLADE WHEN CORRESPONDING TO INSTALLATION °I1 SHEET 7. Der Lv�J` REOUIRENENTS) i 1 mstr YELD R crca 9,4: L sxOP Tt^• I' FlEnIM STaEIiGLM AT YELD ASTU D790 12.520 p.+.L IL<CO p.v. (3) F:V PIN © OP. @ I"1/ 1/Z" O.D. 1/18" THICK S.S. WASHER A l O en5> jI y i ETExLPx d:vaws csna c7sa a+aao0,a. sasrG ars SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. no m rzca .mr aae 13 SHEET Q •' I FRE 2',RN'RG fRAfJtRER511^_e. •W�•p su0xE vsnS ASM D28Q 17.2 z Gi.s z ua% WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT TLVE Cr Dumlv:c AM135 C-1 CLM a-1 cuss 5 EELS MITIDN ASM 01529 +DID s 280 T u-alpFcluC: ASW GI58 TOMLE ST"E•ICTH AFTER IrjVER4 ASIA 633 9302 P1v� W8 a P..;. A HV BLADE SOLID & '1A HV WINDOW BLADE DETAILS MULE s�alME WZ` VR`"' ASTu M9 w1"`` EEB'PAT. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane none; 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVT,., 14''�''' �N�. As�■S�Ae Accordion Shutter System IL EC O H,V. BADE#1 W/OR W/0 H.V"WINDOW ELM E N0.44 S 71LLTf TESTING k ENGFNEERING COMPANY American Shutter Systems Ev.R DESCNPTION DATE Di BY: M.P M5 RR.Rem.s,ST..Jos.V.GNA Gvm2a.R.^.RICA J31C Association, Inc. i OLD 17-507 /2jI0 DATE: 7/2/2020 P -1 871-1531 4268 Wes roads Drive z z d: nona:(3o5)87t 53D.Fax ]5 A (0) D WING RA No �•, STATE f R-ma11:,IL•acOSa0l.cOm West Palm Beach, FL 33407 s .'2 ] VXTFR A.TILLR Jr.P.E. 4 W11,11 •••.:... ••'\� FLORIDA Uc.6 44167 6 THEFT ��'��i /QNAL •-AAS�AL/SIGNATLIRE/DATE G OF 20 uunuT *NOTES ON HV LOCKS AND CENTERMATES: A B� C C �i 'EJ'•��y Y N 5 T• U �',VY��,0°,®r�•® 1. a�TDITY CaNDIRON Ne ONE HV LOCK 2�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'•AND FOR WSFALL�"IONS T ANY f ELEVATION.HV LOCK or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�),OR •� i 1 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 t TYPICAL SHUTTER ELEVATION. r 06 iQ, 2 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV 16��20� Q�"S LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES�r �- OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. --- C7�" LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o�B-x+9 3. #I OR LIMITED MAN H7A�N _ ; �? 6 USEDW/iWd H.y_Lr,L•xL• ONLY W RODS ARE N 0OT REQUIRED AT URRlCANE POSITION, BUT MAY ,V I! ° -2�`a>r5 oa6 ox�m+® i"�- 24�m BE USED IF DESIRED TO ENHANCE SHUTTER PFRFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE I4 !I I! MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONWTIaN/-ONE HV LOCK Qi ®SHALL BE USED AT CORNER CFMERMATES FOR ANY SPAN vi _ AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g v ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS F� - -"' AT TOP& BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xaV1, c-� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I g -i5.QRST ALTERNATE 70 MANDATORY CONDITION Al VALID ONLY FOR HV i opq a ig mmgmirw c - --• �,, � 5�9 'f- x OR 22:ONE ALTERNATE HV LOCK e6 MAY BE USED IN LIEU OF HV LOCK °r FOR ANY SPAN AND v OWN � - INSTALLATIONS AT ANY ELEVATION.ALTERNATE LACK MAY BE USED AS AN-INSIDE OR OUTSIDE LOCK.ATTACHMENT All6'3� I �'� OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MAOE W/1/4'0-20x3/4'ALUM. / Tt 'e ° �� RIVNUT AS SHOWN ON SECTION WE. SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ,( H i^ I LOCKS AT 1/3 OF SHUTTER SPAN. / 6.MAHuTORY compinON}z Fog KEYSLONE YOUNNNO iNsTAugnoNs-, ONE HV LOCK I&or @ or 0 SHALL BE V II III I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 88'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or®or®MAY BE USED AS AN INSIDE OR �--- OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END—' j M OR.5.®TOP AND BOTTOM IS LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/0 CONNECTION t .I `� u�� ! `35' COMPLETELY MANDATORY. DETAILS 1ON 0 IF'• E H 1 K� L `,+ x 6 Y iB"�.F1Iu n �' *NOTES ON HV "T° LOCKS AND CENTERMATES; HEIGHT. `-d5' OF CORNER 1 .SECOND ALTERNATE TO H&MMM=mcw S1 VAUQ ONLY FOR W*I'LOCK #W CENTERVATES go AND _._---.�- --------------,•*Hnmm mom---- ---_�_i_ CENTERMATE Q�; N ONE ALTERNATE HV'E'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Q°x®oR©•Don BOaa lO.(�3 m+ I STALLATION AT ANY ELEVATION.AL 7E LOCK® Y BE USED AS AN INSIDE OR OU IDE LOCK.ATTACHMENT OF LOCK&INCLUDES USIND REINFORCING LOCKER .AS SHOWN ON SECTION HVG, SHEET S.WHICH MUST BE CONNECTED TO CENTERMATES I&AND®W/ 1/4'0-20 x 1 1/2*LONG S.S.THREADED BOLT W/7/810 x 3/32' • O `O WINGNUT OR W/ 1/40-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' O 6 - 7 -6 7 aR MAXIMUM ABOVE AND BELOW MIOSPAN.L1SE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. 15-®°a 010- )-(1)-©a ©.®� t s•�a s•�s«+t`n2,- *NOTES TE ON HD LOCKS & CENTERMATES: 1.HD LaCKT3I W/HD CEHRYATESf3/ aR(32 W/f33 .ONE ALTERNATE HD LOCK 30 MAYBE USED IN LIEU OF TYPICAL 1) HV BLADE SHUTTER ELEVATION IN LOCKS'24 OR 13j'FOR ANY SPAN END INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUPSID LOCK.ATTACHMENT OF ND LOCK Fi4 TO®IS WJ 3 88 x 3/8'F.H.S.S.MS.,AND INCLUDES N.T.S. REINFORCEMENT INSERT(a AS SHOWN ON SECTIONS HD9-HVS AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @IS COYPLETELY OPTIONAL ROMDA BUILDING CODE(Non High Velocity Hurricane Zone' ' 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY, INC. LZ,/ , BERTHA HVTM �,�cEN •.,�,: ,F+ Accordion Shutter System L �b ® 1IR1c. la SsSwAmH.Y.BIDE#1 W/OR W/0 M.WWNDUN BADE No.441 ] 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systems Tv.x 06CR PRax DATE DRAWN BY: UP &W.a5m st_sm.am vu?Gm CARDQ.S.nAl=3310 Association. Inc. , OLD 17-107 TJz/zoz 0A,8 7Jz/z0z0 a STATE 0 R`j� Ph-0:(a05)BTI-ts3a.F°x:(sas)a7f-1s31 4266 Westraads Drive 2 DRAWING No y. 9--a:,amwmaof e9m West Palm Beach, FL 33407 3 CA-0006719 Ae O R I O• wALTER A Tour Jr.P.E. 20-1 64 .. \ �� nARS-A Ue•d as,e7 a SHEET ONAL _��`tEAL/SIGNATURE/DATE B 5 OF 20 '� I ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK (UN CONCRETE SHEEP 13 REQUIRED 1/4'0-20x7/4'S.S. REQUIRED ) 1 CONCRETE ANCHORS MACHINE SCREWS r0R (SEE SCHEDULE ON W/ I/4'-20 CONCRETE ANCHORS 17 18 �fl5i0NE(SEE MOUNTING(B)ON®ON SHEEP 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEEP 13) ` -- -- --12JOa14 EE / �Mi: 1/4'0N20x3/4"S.S. IJ.n.�EQ EO MACHINE SCREWS ED EO USING 1/4'-20 NUTS a 12'O.C. �/�L -.250'N x. —13 oa 15 / (j 13 oa 15 zso7d, 250'Max. ' I I Max. I'I OPTIONAL i ii� OPTIONAL n 1 i I4i txss ISM To a7s(sTE I i i i i !-MOREULE ON CAN I 0 1 MIN.SEPARATION TO GLASS wsrwc I „Tars 11 AOE�� I I 1 OR 1 O E1 Gl LASS r(SEE SCHEDULE ON SHEET 11)UI 9EFT 19 fQt 1 RADOS0&� i MIN.SEPARATION TO GLASS(SEE SCHEDULE ON SHEET 1EXISTINGiG� ©HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS GLASS-1WK T 1 OR 0 i I l i I 1 EXISTING—(SEE SCHEDULE ON SHEET 11) I 1 7�IDILE ON I I I d—� I KIN SHM .SEPARATION TO C1155 I GLASS I-n FOR imp®— i`(SEE SCHEDULE ON SHEET 11)— I I ON 9EET 19 FM I j 1 1MI i 1 BADEime® I i EXISTING I I / ice-OPTIONAL \ cLrss—� I .D.. I 11 1/$Max. E i i i I k x. Ili ili �� f OPTIONAL I ' .'"-{ 13 oR©6 I I I I I 1 E.D.• l i 11 E �_O �_ / 19 I/ n --- EQ+�-EO �-- t 3 0.Q E-ITRUSS __ 12 OR 14 -- -- 1/4'0-20x3/4S.S.LE0EOPHILLIPS TRUSS HEAD1/4'0-20s,T/4'S.S.PHI111P5 18 MACHINE SCREWS USING CONCRETE PNCHORS HEAD MACHINE SCREWS CONCRETE ANCHORS �O I. 1/4" 2.0 NUTS 0 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12'O.C. / (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE J 1 OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED D HV WALL SILL INSTALLATION (SEE SCHEDULE ON URED CONCRETE SHEET 14) F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: _INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E.D.a EDGE DISTANCE ASSEMBLY F SEE LIMITATIONS OF USE FOR �\ L�`' 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE®ON SHEET 19 �I J H Y B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM T , _ Accordion Shutter System = I L E C O �■c. ■S■S■A■ Itv. BLADE#t w/OR w/o rtv.WINDOW BLADE No.441 7 A American Shutter Systems *: * TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN BY: MP Association, Inc. 1 OLD 17-107 /z/zox DATE: 7/2/2020 �ZQ1p 8359 N.W.36N.St.91e 303,V91GMU GARDENS.nAWM 3319 STATE 0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No p . c •-a,aa:Uteeaaodxonl West Palm Beach, FL 33407 3 '20— 64 CA-0D09719 '�ii��`-V fi%••.... �'1� WALTER A.T1LUT Jr.P.E. 4 '7jziVq��NAL t��`�`SEAL/SIGNATURE/DATE FLORIDA�`' 44187 a SHEET OF 20 POURED -._ CONCRETE ANCHORS I 4tI.sTpdJma+ T I i�_ 10 I------~�.. t i yIN,sE,�rtA,mv t (i}OR a I� r�� -Qt n SEE SCIIEOULE ON SHEET 13 TO any CssE q I .9' 0 To[AA49 CONCRETE•-, ( ) ' EXISIWG i i. RECU:RED `. rce U A 0. GLASS— (SEE s•'0ET I E I ,�- •.:,ra1 tuOE 5)Ara '�{• sIEEr t 0 EDGE OF T riN.smJrunra r/ �:•%x•,'/ f-� 'D.f- - / IF APPUCABLE I AL1ERvATE�� i�t r t 1�r EXISRNG/f!' Yam.`/,f;,�-EtsIj��'''•/ !f� AtiCHOR GLASS-' i I LOCATION -atOx3 A HE%WASHER HEAD ' / I p I 1 1 OR 13 o 15 i 3!d"I uw.- TeK SCREWS r� 12'O.C. ,'.'/. / r/ :r SO OF I` i N i ]IB.I uL\ntl\ .: -CONCRETE:diCHORS 8i ': / /� IF /'/ r (.IIJ'i / // _ ��•r' i! I !�/ APPLILIrABLE (SEE SCHEDULE ON SHEET 13) Et(`STi1G /!; f/ EDGE [OFF ✓ `i Jj;llarr'J.'/`=�-•r:. CLASS— J 11 ' EDGE OF--+. /;.:`, III // tI/ %1.•r.' /,• FOGE OF lIi '/ ! , J� f f /l, / %IE•p• SLAB IF 1 I!;/ I/2" '`'1:�1 . , I�/ /� / :'i APPUCAA<?LE G.t1� '.-j;''.=z72-._• 1 A PLICADLE '!%,' ','�>��1) / add y' r S.A9 IF ill/ i�/,I, '�.� ,-�..�•..'' f -'-_' tex Ssvwpm I 1 t E.Q O.- / ��`.' : ,' APPLICABLE '� �- I POURED-J GLISS ( D - .f POURED I ,I x FLAT HEAD CONCRETE ANCHORS TO aI srsr 1 r,r,i '. I, / '.I !%�!: CONCRETE _--'-E D..J CONCRETE (SEE SCHEDULE m SHEET 14) "-{ 11 FOR ELJIE AND .1°I ,Ir O POURED-' _✓_,• 'I�' ', f-_::_f_.. REQUIP.ED F.EQWRcO ' CN EFEr 19 FKR r T -f.!OR 1ZA' CONCRETE J, —I -u� _I /FLAT HEAD CONCRETE AI'JCNORS eA�'9&L4 I REQUIRED �- -!E D.•--J E C!` (SEE SCHEDULE 014 SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF AS.D. �FD HV FLOOR INSTALLATION # Q)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER IXG) HV CEILING INSTALLATION SCHEDULE#3, SHEET 17 EXISCNG ^-- NI...iSlfi.V.CN __._.�._.___•''.,, CL0.55-_J TD GA�s CONCRETE ANCHORS U r, _ (SEE SCHEDULE 0, o 6Ir __-.- - I ,/a-a mr tfFf T/.:(.?I flI 1E SHEET 15) ::NTEJ D•TTJ.^FOV• I 0 t 4 6 r 7 TING SxST tit ' i.�ti71 IXISNNG---I I I -r.-..---.--_-;,--. u__._-. TECHN LR 1/4"e MATJtS I 1/4' EXISTING I f GLASS m:.W-11 w cum , 1 �CIISS--r '7 I I PAsifh TN^]i4 u:Zlium w/ p GVSS a !p I -,(s¢scA mE r^J�W„1 "O J ux EFPAPAi1�N ro el,cs I r � 1 3 "!GN.E'.fa"EQWNT 0 6- !MAX. } ---' I(=FL sa'S a,9 n) 1 1(( It q O.C. R LP 70 1 a d, I O7 P7 46 UP TO B'-0'SpAm UTAFUM R MAX / i ' '• (T AT tli.RY rA-To:Ea HFAO 8 T i I'f i i ' J f I (TIP (SLE NOTE ftt11F1 IJlr.FFTxk'•l�_I 3,8 - 1/2" #10x3/4'Ham(' cR r r i vXSHi HEAD �• I 1Ax3 4" HE HEAD.__ z I ! ,'® 7Ell SCRiWS C O"O.C. - 1/.-•'-- ! !I ' -, I I i I .-lj i r t/4Y-20x3/4•SS CONCRETE APJCHCR: Ir�--c_ 6 t 7 [ J/ ` ...�1?x3/4-S.D.. i r :___ } I r I I 1/A'� ..�- r ' /� -.U:RJ0 1/a-c-20 TS OR 1/4"0-ZO S.S. M.S. f t O ! •�-� - 1 0 9" ." t7 o.C. Y//NUT 0 s-O.C. / (SEE SCHEDULE ON . SHEET 74) , EXSRNG NON �CNFAL 18 ,/2•{�'I t'- t 17 R 18 I I _ J 2.00`u1N.t- 1raLL TER.,(cam OP�ilcm + ' /{ r ( i EDGE OF fir- . r �-!. S,. ••1.... E.D. SET) (,� ' /- §14x3/4-F.H.S.O.S. r'MIN. . I=•:`�1.7%8{ -1 7jA"—,II . �• ,.' APFUCABLE_-__'_"'`', 1 l _e i/,✓ G 4"O.C. 'r `PPCCU caJc _ i CONCRLIL ANCHORS -SEE NOTE 13(c) r •• 0 / Lr-_;---:EU_=-/ ! -SEE NOTE IS(b) - POURED CONCRETE (SEE SCHEDULE CN ON SHEET /' r-;+--f-l--fir=---.c.D.---�'=-;/ OR CONCRETE BLOCK SHFE 14) CURED CONCREE•-' ON SHEET i --- REQUIRED OR CONCRETE BLOCK r - oPT1aNA -%I POURED ' RECUIRED KEYSTONE MOUNTING INSTALLATION CONCRETE- {Kj HV WALL FLOOR INSTALLATION !J HV WALL WALK—OVER INSTALLATION NMM M AS.D.DESCH PRESSURE:♦all 72 p1 E RA INGUARD INSTALLATION # NARtU�S+UER SPAN 8'-D' CURC HV EM I IS KrION SHALL BE NOTE =EJR COMBIN4TION OF SECTIONS, REMOVABLE 1WHEN PERFORMED E•D. EDGE DISTANCE ADJACENT TO AN OPERABLE EJ(Ii SEE IJMITARONS OF USE FOR 1-SEE S-!EE 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE eLAOE�A)ON SHEET 19 INSTALLATION DETAILS W f T HV BLADE 2-MOUNTING _ 2-6f0U1•IT1NG SECTIONS CAPJ DE COMBINED E1 e p p pp1� IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone; I IhIIII I ( 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY,INC. •`w� � �`G` BERTHA HVTNI S A Accordion Shutter System 1 L E E A �■ ■ G FLV.BLADE#1 W/OR W/O KV.WMM MADE No.447 67 American Shuffor S stems s y4• ? �/.O?.tJ TILLIT TESTING & ENGINEERING COMPANY Y EV.N- DESCRIPTION DATE CRTE: 7 2 e355 N.W.36te.St-St,.JOB,WIlDIA WRENS.FLOMDA 3316 ASSOCIafIOn. Inc. / OLO 17--107 /2/ZU2 DATE: 7/2/2020 STATE f r Fh—:(305)371-1530.Fax:(3a8)871-1531 4268 Westroads Drive z 9''•, DRAWING NO �LDRI ��.� "`CA-'00p`571g''"" Hest PDirn Beach, FL 33407 3 ,ZO-�6� /i��'s'••..... •�'t'; YIALTFR A.UUR Jr,P.E. 4 �l0 FLORIUA UE.8 4A,67 5 SHEET �AnpE Mil SEAL/SIGNATURE/DATE s 7 OF 20 SEE _FND WALL CQNfq0 SEE NOTES ON LOCILINC RODS]©,I/V LOCKS(b or 2© Fob- RO.t IN r E)OSIING GLASS _INSTALLATIONS W/ M HV **AND ALT`TE:HV LOCK®ON SHEET s. BLADE W HV CENTERMATES C��P=nO IM I p ® 0000 © UE END WALL � a+ m6 , 7a8a10• °t l OR,o•®�©'pap.©aR EX[SnNG GLASS RETAILS ON SHEEtS�0 k10 B �� , ®,Q��,®�O,©a_...------ ------------------ --------------------- JE 3 _ 7• b l/2____ ___ . _ v.12rnrc 1JL• as + OPPOSINGC {acaNM ® ® SYMMETRYCA(a)y,o=1 �OA�07D� ,°.a a CENTERMATESCENTERMATES/2'EI To $ !'sa1s.®1z' � yd �i24 or �t MIN. SEPARATION O.C.FULL LENGHT. / HV LOC �5) �yTo GLASS AT EACH ANGLE.(r1 I 'I ! 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SEPARATION�. __ (NTTAIOR ((( TO GLASS ® ® 1 J f (SEE SCHEDULE 4 I N OPRONAL ON SHEET 11) (INTERIOR) OUT CONCRETE' -� .---- -------� '(II _ HORS 0 16•D.G. _ '-�0'�I i 'C7 n ,- I •It i 3 VARIES I 1 •. 03 .,., /`� I L �I' OUT '----- B 1/2• '• ' OUT V `' t%1 HVE HVF** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 02020 TR.TECO•INC. @2020 EASTERN METAL SUPPLY,INa �`�?��\�CF�Et C�(`••��-, � � �► A, BERTHA I�1'1/TM /70E C O N�. Accordion Shutter System ' No.44 67 ■ ■ e ■ Hv.aaoEt w/OR w/o Hv anNocrry mnoE * * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.x DESCRIPTION PATE DRAWN Err YP STATE F � '�21D SESS N.IN YA11 St.Ste.3%VWGM GkUM nDRU 3316 A930C10110n. Inc. 1 OLD 17-107 /2/zozc WTE 7!2/zD20 s�'• Phone:(305)971-1530.Fa.:(305)R71-1531 4268 Westroods Drive : - 0• P 6-.OR:b'IbcoOaol.cam DRAWING No Ch- 4-.t•'••, COflI West Palm Beach, FL 33407 s L/SIGNATURE/DATE WFLORIw uw LPJd1*ns7 5 20-1 64 SHEET s 8 Of 20 ALTERNATE INSTALLATION W HV "T" LOCK 60 HV MALE/FEMALE "T" LOCKS CENTERMATES 8� g & LOCKERS WZ 0) HV BLADE * �— SEC CND CONNECTION DETAILS ON SHEETS 10 h 1H INSTALLATION n HV BLADE OUT - }I IN aUDEo I)E7A4 FNF. HOIGTED",sxEET W/ HD CENTERMATES �I _ IN WELL O Tics tSpE r.MAY E USED WffHDETAIL xoo-hw, SEE END WALL CONNECTION--, IIIDYN.LA N UAI BRM Fur 8E lbEO SHO THIS ALitRIM. pET ITS ON SHEETS 10 TI N I i 10'®�Q�•®°'©'®°' tNsrAtlraloN DETAIL Rac sHOWIE w T+25 41t7T. 2•1a9+/aNU012 ! i ®�O°'Q.®a®:® 35# * ,—'3 (6C87-78 M{OY1 ALUM. © ® � (oPtwxAtt i4 t f0L-------------------------------------.-- --_--- �......__.._ __---_--_--� _._ '(g9tm7r% m /�•S.U.S.o u• -_-_ (3 ; t f Qa ` Imo''. -- RU LENWR. 'k IN (FeP)is(nP.) IN (wr)isN(irP.) /I W 1O 0= /-. ;30 HV "T" /:. a yp•�•t,l aA� '• 1 s e (sE xrmwc EF � OLOCK (INSIDE) r.O �_ _ -- - ---i- —7 aasAlI +I 1 lU / �—•.. zs ( t L_z ve• � � � �1J � OUT 31 oa 32 I g i 3T oR 32 31 Ga 32-' L-35 31 oR 32 2 / 1/4" `\0--70 x 1 1/2" S.S.M.S. iti'�-35*-i *SEE NOTE 8 FOR KV • 1 J , W/ 7/8"0 x 3/32 WINGNUT. (DPnowL)HD —H C1UT (�HOC-HVC r LOCH,ON SHEET s. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE)-' � SYMMETRICAL HD CENTERMATES W/(A' LOCK (EXTERIOR) W/ Qil LOCK (INTERIOR) j SERIES e4u ALURCHUN HVG* (2024-T3 AIL"IARCE FLANGE TE@! ®a©•0010 10 ®p0 STET NUI3EAI,PART/ AS AUNUFACTURFD Ur AVOID.CHERRY I v TFRRORII.PAR4P O70Ee OR EQUAL PENL NEV JORSYY ©•O.©v©•O•�M v 8'®oId •®-@.®6m©' xmo am Laam+e aws®a xG(�EOOts a+sFcrr s UWMrAL FLOCINC WDEG OETYL 1m0-1M1V 4 1 VALID W PI ID FOR L MHTERI A OM S BWH®ACE O %V pH D—HVUa FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1 111 rp 02020 71LTECU.INC. 02020 EASTERN METAL SUPPLY,INC. ��i"�;`1'c VT%,,, BERTHA HVTIA ENs.... '-, S i,'` A Accordion Shutter System a I L E C O Nc. o ■ ■ ■ H.V.BADE#1 W/OR W/O VLV.WNDON BADE No.44111 American Shutter Systems EV.H t)ESCRWTION DATE DRAWN rFr: mr ivy} TILLI7 TESTING 8 ENGINEERING COMPANY AssoclationA Inc. + OLD 17-107 I2I [R7E: 7/2/2020 GM N.W.3M.St,Sir.303.VRR M GAIRCEN%FLORID+331 a STATE / PADRe:(Sos)e7I-+sso.FOR:(305)971-1531 4268 Westroods Drive 2 DRAWING No a-M.5%0tecof+0el.com West Palm Beach, FL 33407 s �o ..FioRl sw-A 0oG6718 4 20-164 ` WALTER A TRLRE Jr.P.E. FLORIDA U.P"+67 5 SHEET �'''ar,FSS10NA ��`�SE/IL/SIGNATURE/DATE 6 9 OF 20 POURED NCRETE OR ---POURED CONCRETE POU ED CONCRETE CURED CONCRETE CONCREFE OCK WALL OR CONCRETE OR C NCRETE OR CONCRETE _ REQUIRED BLOCK WALL REQUIRED / ' BLOCK WALL REQUIRED / BLOCK WALL REQUIRED EXISTING GLASS EX NO GLASS ONCRETE'ANCHOR�V, EXISTING G S —r— - ( 2'MIN EXISTING GLASS O 16'O.C. — MN.SEPARATION JJJ —•-7 1- ..fT TO GLASS(SEE MN SFP ON TT�' j MR SEPARATION �'�' EQ N70 MASS(TI$�E V1717 1 MAD SCHEDULE E®AND sCF GLASSN( I To MASS(SEE I SCHEDULE ON SHEET T•16's3'MAX. ON SHEET 19 FOR 11 FOR BLADE ID 1 �IEIAE ON SFfEI 11 FOR BtAt7E®A1'm 60 3-T6)CONE. BLADES O h ON SHEET 19 11 FOR DLAOE®AND tlftON SHEEP 19 FOR UM.CLOSER �, ` BLADE�k ON SHEET 19 FOR (E RESIOE 0& P TE(LOCATE 1/2• g �� CFO) AT EITHER SIDE MIN 1/2•MIN °F®) I +USE -OR 2"MAX. I y,.,/z's.M.s. ------� 8,0 1 2"S.M.S.. . I — � � --_— L MNU CUP)ANGLE B,•x0._2. I � --- e 16'O.C. / --- 0 (6063-T ALLOY)AT MIOHEIGHT� (,) f)1oa/z•s.Ms.To®t< \ (2)1/4-O TAPCONS ANCHORS.TO WALL AT O.C. (LOCATE AT 5 - SEE ETAIL X FO2 OR EITHER SI E OF 4 SID CONNECTION O) O OR 1 OR �' SEE DETAIL X FOR OR ®• TO TRACKS SIDE CONNECTION ® ®wO.OwOwQ.®m SEE DETAIL X FO 4 ©w w 6• 7 a.B. 10•®w TO TRACKS w w 6 7 u 8 f0•®w SIDE Oq®O1®'�©'©w TO TECTION RACKS ®wp•pwpwp.®w 10•®w®•�©•®w L �•®w©•Q�©•©w LO•p.©wO.p.®m ©'O'©w©•O•®' ©'O'®w©'O'®' ®•®w� ®w0 ®a —O.O•©wp.p.®w END CONNECTION DETAIL 1 END CONNECTION DETAIL 20 C NECTION DETAIL END CONNECTION DETAIL POURED CONCRETE OR EXISTING ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• EXISTING GLASS CONCRETE BLOCK WALL 4 -(T—E REQUIRED ( GLASS 4 Q / SON.SEPARATION 8,g 1/2-S.M. S(31EDlAE ON SFifET TO GASS(SEE ® 16' :C. T SEPARATION ASS SEE ! —___—_ -- \©OR®OR�OR 11 FOR BLADE SAND CONCRETE/ 1/2'MIN. SCHEDULE ON --------- ____ ON MA�O1&9 FOR ANCHOR® 11 FOR MADE G)� QOR®OR(qOR(3 CONCRETE Q�1 , ,z•D.C. Ea 5 HADES D&(T 19 3 ® -----�• oR 1 O 16" O.C. r--- 1/2'MIN. _ 4 -.�L --_—_ y��_ / I EO ©OR®ORIB OR 2 MIN. 2-MIN. ♦ SEE UM AEONS OF USE FOR VIEW Y / BLADEU ON SHEET 19 @tNt�1SOR8OR�OR� 5 DR ®' PLAN POURED CONCRETE OR ) OR O O pap ® ®m�wO•p7 w© 10•®w DETAIL X �w 6• ,w B '°' END INSTALLATION CONCRETE BLOCK WALL w 0• REQUIRED ©'®w©•©w ©•O•©w©•O•®w X HV BLADE O—R—JEHV WINDOW BLADE INTO ® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q END CONNECTION DETAIL© O ®m®•®w FLORIDA BUILDING CODE(Non High Velocity Hurricane tone, �,,,N�+�� •�•Jw��,, 02020 TLTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. ,,,.`Q� ...... '' BERTHA,HVTM v,\CE F ••9 A S S A Accordion Shutter System No.44167 �' E C 1~c' ■ ■ ■ ■ H.v. 91ADE#1 w/OR w/o RV.YANDOW BLADE m TILLIT TESTING & ENGINEERING COMPANY AmeNcan Shaffer .Systes ry•N. DESCRIPTION DATE. DRAWN BY: M.P o' STATE F 6355 N.W.3EU.SL,Ste.3OS,1Q4iMA GARDENS.R101aDA 3318 ASSOCIOtIODa Inc. t OLD 17-107 /2/2 DATE 7/2/2020 •, F Ph—:(305)B71-1530.Faa:(305)871-1531 4268 Westroods Drive z - O,�• "tOR) =\ e-mail:Bltaco0oal.com West Palm Beach, FL 33407 3 DRAWING No '�,,,6s•••..... J CA-..S719 20-164 �N`SEA L/SIGNATURE/DATE FLORIDA� 8 44187E ° SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" iAXIMUM SHUTTER SPAN*"L+" • (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSIASIATI N LEGEND - CENTERMATES.® &®or or-a INSTALLATIONS W/ 0 OSING RDS CONCRETE& WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 or®or�or 1 & & W/ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK or®or® OR W/ NO LOCKING WALL A, B, C. D.E, M, N, 0. P, 0, A.S.MAX. ESSURE LE SPAN GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "T' W/ NO LOCKING RODS® MOUNTING F. K &L R, S, &V. LOCK @ W/TWO LOCKING RODS®TOP & (SEE NOTES t.it) (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES '.tt) SHEET 71 FLOOR/CEILING G, H, 1. 11,J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE&WV00 CONCRETE MOUNTING & M GIVEN I EPOSITIVE14AXIM A.S.D.DESIGN PRESSURE RATING, GN ��s� 1 .T 0 S wsn°>7�mcN INSTAL(ATIONS DETERMINE MAIIIMUM SPAN•L+•FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PfEs512✓£ RppR pENNG NOUNIUIG PANIC MOUNTING wmno h RA1Ier+G / oR GIVEN A NEGATIVE M S.D.DESIGN PRESSURE RATING, (P.e.r.) •) FLOOR/CEUSNG 110=NG �•`•) DETERMINE MAXIMUM SPAN•I, FROM SCHEDULE. L+ (n) L-(nj_ L f W l-(N L L (n) L-((Q L+ (� L-(N) V MAXIMUM SHUTTER SPAN °L+"OR 7 FOR 30 OR LE 161-0•__ 16'-0' 16'-0" 16'-0• 30 _ 16'-0' 16'-0" _ 30 16'-0" 7 g'-p' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO MUNTING FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 35 14''-0' 1 6'-0• 15'-2' 16'-0 35_ 14''-0' 1 6'-0" 35 15'-2" 16•-O' 105 psf.A.S.D.DESIGN PRESSURE RATING. 1 DETERMINED SPAN BETWEEN 'L+•AND'L-•. �L1_ 70 13'-f0' 13'-1p 14'-2' 75'-2' 40 13'-10' 13-10" __40 74'-2' _I5;-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-1� 13'-1' 13'-4' 14'-3- 45 13'-1• 73'-1' _ 45 13'-4'_ 14'-3• t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 13'-7" _5tl _ 12-5• 72-5' -50 12-3" 13'-1' MOUNTING INSTALLA7ION5.LOCKING SPECIFICATIONSW/FOR/CEILING MOUNTINGS: 12'-1' 12'-11' S5 ,1'_I0" 11'-10" 55 11-1 77^11_ SHALL 8E AS INDICATED ON MANDATORY CONDITION#2FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE _ 60 11'-4' 11-4' 60 10'-2' 1p'-11' NOTE�5,SHEET 5. RATING: 65 9'-5" f0'-1" DETERMINE:10'-tO' 10'-10' 11'-1' 11'-11' 65 70'-t6' 10'-10"_ Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. t0'-8" 10'-6' IO'-9' 11'-5• 70 10'-6• 10'-6" 70 8'-9" 9'4• L2+_ MAX. SPAN FOR FLOOR/CEIUNG MOUNTING _ 10'-1" 10'-1` t0'-4• 71'_t• -75_- ip•-1' 1p•_1•- 75 -___.�._..8_9-._ .�t EXCEPT THAT MAXIMUM%WnER SPAN-L+'OR INSTALLATIONS. _ 80__ 9'-10' 9'-1D' 10'-0• 70'-9_ 80 91-10• I W-10' •L-'AND MAMMUM AS.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE _ 65 9�6• 9'-6' 9'-9` 10'-5• 85 9�^fi•v.l 9'-6" INSTALLATIONS INTO CONCREIE OR CONCRETE BLOCK RATING: 90_ 9_J•-_ 9^Y 9'-5' 10'-7' _ 90 -8•_3• 9•-3" SHALL BE UNITED AS FOLLOWS: DETERMINE: _ L-.--- 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8-9° 9'-2` 9-f 0' 95 9'-0• 8'-9' LIMITED TO +64.-72 p.s.f.AND 8'-0'SPAN. SEE L2- MAX. SPAN FOR FLOOR/COUNG MOUNTING 9'-0• 9'-7'- -`-100 8'-9VI 8'-4• _ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-T T-11' 8'-9'- ._9'". 105u 8'-7'1 7'-11' 110 8'-4' - 7'-7' B•-7' 9'-2•- —110 8'-4• 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS.EQUAL TO THE __115—`B'-Z' 7'-3" 8'-4'_ 8'-it'_ `115 - B'-2" I r-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN"L,+•,•12+"."L,-•AND"L.2-" 120 8'-0• 6'-I1' B'-2' 8'-9• r 120 8'-o' S'-il' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10'_I 6'-8• 8'-0' 8-5" 125 7'-10' 6'-8• ALLOWABLE SPAN AND NEGATE A.S.O. DESIGN 130 7'-8' 6'-5• 7'-1D' B'-1' 130 7'-8' 6'-5' WiND ZONE PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'--2' 7'-9' 135 7'-7' 6'-2' MINIMUM SPACING. 140— r-s• 5-r1= r-7• 7•-6• 140 T-s' _ 6•-11•_ ASTM E-1996 SEPARATION 145 7-3• 5-9'F 7-5' T-3` 145 __ 7-3' S-9` T� GLASS 150 T-2'- V-7' 7'-4• T-O- 150 T-2- 5-7' s'-5• 7'-2- 6'-9' - ts4 - T-o• _s'-s- 1 THRU 3 1" ��-160 6'-11' S'-2' 7-1" ••V-7" _ 160 - 165 6'-10' - 5'-7-- T-0' 6'-4' 165 170 6'-9-- 4'-1 1' a-11- 6'-2- 170 - 6'-9' 175 6'-7° 4'-9' 6'-9' 6'-�`v — 175 6'-7" 4-9•- -- 180 61-6-6- 4'-8-B:- 6'-8"--5'-10' 180 _6_6` 1 H V BLADE 5'-B- 185 8�-5" 4--6: _ 190 6'-4"-1 4'-5' 6'-6'- 5'-6- 190 _J 6'-4Lv 4'-5" 195 ..- 6'-3' 1 4'-3' 6'-5' S'-5`_ 195 20a 6'-2- 4'-2' 6'-4'-. _5'-J' --200 6'-2•__.-_4!_2e_._ —zos 6'-t• a-r s'-3° s'-t-1' zos s'-r- i' 4=r" FLORIDA BUILDING CDDE(Non High Velocity Hurricane Zone; I(1( Illy c2020 TILTECD.INC. ©2020 EASTERN METAL SUPPLY,INC. ,,,,.,�� Q `�ic�;T•,,,, BERTHA HV. P� ADc# OnOKttI� �CO -.-- e ■ e a HV BLADE 1 W/ R WINDOW"M No.4 41 - American Shutter systems REV.Nc DESCRIPTUPI GATE DRAWN BY.MMW. G. TILLIT TESTING & ENGINEERING COMPANY * � Association. Inc. , OLD 17-107 7j2p= 1uTE 7/2/2020 e355 N.W.35,h.A..610.153.V.Fox (305 S.8 rLOFMA1-153 33I6 4268 Westroods Drive z o STA 0 r`z Phone:(306)671-t530.im :(305)871-1531 DRAWING No e-maR: 0006®aolcam West Palm Beach, FL 33407 3 cA oTILUTJ 4 ZCI-164 WALTER A.Rll1r Jr.67 /SIGNATURE/DATE �pAD1 U.7 44167 6 SHEET OF 20 MAXIMUM ANCHORe SPACING {jn3�SCHEDU E FOR A GREN MAX SHUTTER SPAN. A.S 0-DESIGN NEGATIVE PRESSURE Re71NG 0 A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENUA IONS POURED CONCRETE (SEE YOIDOWGS A M C.D AND F ON WEEr a POURED CGNQME MM TAPCON OR A 1YALL Hi• ER,�OUNfMG (&WALL HEADER MOUNTING Y7�y �MOUNTING �W�•SILL MOUNTING D WALL SILL OUNTING C)& NALL HEMER/S0.L TAPCON WRH ADVANCED SPAN ® W/ W/ ,,aUNRNG THREADFORM TECHNOLOGY (R) AS&O13CX xvttA--1NE f72F 911aG A60.OFSf21,06ARYE P12691E PA1M. cs'A59.OF50.11 NErA10E naFSS'J__tiT F1SI.B(ps1 t50.OESQ/IEIAtYE PdpBIS rs0.�9R1 11iZIOxE 4 a01c_ ��s&DE9aI f�lmd c�S9JfE ta7N9 _ ALL PO!NfS SOLID-SEF 30 I,0 fi0 175 BO 120I1fi0J205 30 40 60 7s eD 12D 160 z175 3D 40 6a 7S 90 120 160 205 J0 ,0 00 75 BO 1n+11.20.5 JD 4D 6D 7s 90 t2o 160 20.4 30 4o eD 75 90 120 teo 205 BLUE TM 1 12 10 9 a 0 B b 14 1211 9 6 a l b 6 74 12 t0 9 a 8 74 12 10 9 a a B - 14 12 l0 e 8 H 8 SS B B B 8 8 a 7 5.5 TAPPERt 3'-0• 14 I2 10 9 B B 8 e f4 12 f0 9 B a a e 14 12 10 9!e 8 6 74 12 f0 9 e e 4 6 14 12 f0 9 a E}6 8 B B 8 1 6 e e e 8 14 12 10 a e a_ e S /4 12 70 9 a 9 6 e 14 f2 10 9 B a j-B 8 14 12 TO 9 a E B •3 14 12 10 9 e B a 86 8 8 8 B 8 B s5 I• ,2 10 9 8 8 6 e 14 12 ID 9 6 8 8 6 14 12 70 9!E 8 6 14 12 10 9 9 8 B - 14 12 l0 B e e 8 8 B B 0 e e 9 1 a 7 14 112 10 9 9 a 0 { 7{r_12 10 0 a 8 6 6 74 12 10 B t a a e 14 12 f0 9 1 6 7 14 12 10 9 8 7_55 - a a B a 8 7 &5 4 14 12 10 9 H 8 B 4 14 IU 9 8 a 8 6 14 12 {O 9 6 8 8 8 14 ,2 10 9 8 a SS 14 12 10 H 6 B a 6 B 6 0 e B _E a B 14 fl 12 f0 9 6 E 4.5 - 14 10 9 B 0 B 4 14 12 10 9 9 8 8 a 14 12 10 9 0 8= 14 12 10 9 a B a i' E e a e 8 0 65 S 14 112 f0 9 E 6 6 4 ,4 IO 1 9 B D 6 B 14'12 10 9 8 8 8 6 14 12 70 a e a -1- 1{ 12 10 9 8 fi 8 1- B 8 B 1 8 a D 7 5.6 14 12 10 9 e I e 45 - 14 12 10 9 9 a J_L ai 14 12 f0 9 B 0 8 b 14 12 ,D a 7s - 14 12 10 19 75 &a -I- e e e a 75 5.a 4 ] �`SEE ANCHOR 5'-0' 1{ 12 10 9 e rB {5 14 f2 ,0 9 a a E JS 14 12 f0,9 B a 8 8 14 12 f0 9 6 7 - 1{ 12 10 0 8 A. 9 1_ a e e B e e 9 6 u Ii{{12 19 9 B Is•S ^ - 14 12 10 9 a !4S 14 12 10 0 8 8 6 5 11 12 10 B B 3 = t4 12 io e a 7 = a a a 6 e 7 s { SPECIFICATIONS 14 112 10 Y B B 4 - 14 12 10 9 6 I B 4 74 12 10 0 B 8 a 6 14 12 10 9 4 - 14 12 10 9 0 7S - - a a 9 j 8 a 7S SS 4 of SHEET 13 14 M-2W B SS 3 - 14 12 10 9 a e 43 - 14 12 I0 9 e B 1 6 b 14 1 12 9S 7S 4 - - - 14'12{95 Z5 bA 35 - - 8 8 8 7S &5 4.5138 _.—t— -� }— - t--— ———— _ _1 -O• ,4 9_53 1{ 12 f0 9 E a I4S - 14 12 10"9 I a B B s 14 IT ,0 9 a 4 = - 14 12 f0 9 6 8 { _ B a 8 !f a B a IS 14 8 3 = - 14 t12 1D'9 E t e - 14 72 10 9 l a a 55 a5 14 12 10 a 4S•_ - 14 12 10 9 7.5 4 - B a 8 a 7.5 SS 4 _J 14 B 5 - 1402 10 9 e 4� - 14 12 10 B i!8 6 4'E 14 12 f0 .Y 5 w I- =14 '12 10 0 B 14S = - 8 8 B 6 8 6 14S1- 14 12 10 9 j8 4 -1- 14'12 10 9�8 65 ] - 14 12 _10 D 6_ a 0 - +14 a 14S I- - 14 12 0 6 8 A 63 S3 4 3 7,_0. 14 12 f0 9 8 4 _ = 14 12 TO 9 a &5 J = 14 I2 10 B 6 e 6 = 709j ._ 44 2 10 9 ei 14 12 f0 a 4S - 14 12 10 9 B 4 74 12 f0 9 0 7 - 10 SS - I- - - 14 i1 f0 _ B6 j 6,B 6.5 5 17.8 14 12 10 B 7S 731 1= 14 12 10 9 a 8 - - 41T 10 9 B B 6 = 1D f1 12 1D 83 7}- - - a B 18 6 7 S t 414 12 10 9 9 14S -- - 14 12�10 9 a l a - - 7 - l4 11 7 53 3.5 - -I- 8 8'-0• 74 12 10 9 5.5 14 12 10 9 B 4S j - 14 I2 110 9 6 f 8 - - 10 7 4 - 11 f2 10 8 9 J _ zl B B B a 8 7S T 4 ♦SEE LIMRATIONS OF USE FOR 14 t2 i0SSJJi4 ,2 l0 9 8 - I- - 74 ,2 i to a e'165 = as 3 - - -_t4 iz as i 41- i- B e 6 7 53 4 J - BLADE(BON SHEET 19 f4 11 f0 9 S -t-I- 14 12 10 9 i a 4 - - 14 12 110 9 8 1 B - - 14 i i - - I- - - 1{ 12 95 73 4S - - - a B B 17.s�8 14S - - 14 12 10 35 45 -1- 14 f2 10 9 7.b 1- - - 14 IT 10 9•L B 1_ ;_ 1J 9S 4 - l- - - - 13 93l&s S -t- - - B B 8S 5 4 J - - 9,-O. 14•12 f0 i5 4 14 12 /0 9 751- _ _ /4 12 10 9 a = - = I{�12 f0 6 = I= __ 14 72 10 I B e_e = _ = a a e a a 6S e 3 14 12 BS 4 - I _ f4 12 10 9 _. 4 14 12 10 9.75 __ 14 115 4S _ 14 17S 7.5 6 _ _ e _8 73 a S 4 1• 12 I10 e 4 -"1-- 1�12 70 8 7�- - 1{ 12 1D 9e- = 1• ,2 s - - - - - 14 E 10 1.5 9'5 14 } . ' 6 1 t . - 45 f jS� - 4iT 0t } 1e 17 09 1411e4112f4a - -r= 14,121 Bi61 = 14 14 Lr (345 14 12 7 - -j^ -. 14 12 10 - - f-_- 14 12 1D - - - - 104 1 12 5 - -j- - 14 1 12 70 1-_ - - - 8 B}B e t 8 _7.135 11'-0• 14 12 , - - 14 12 IO j- - - - 74 t2 I{0 - _((_ - 25 9.5 _ - - - 2S&5 6 TTT- - - - _-_ 9 B B 5 • 3 14 12 l4 = _ }- - 14 12 10 - - - - - 14 112 i f0 - -i-�- - 3S f0 - - - - - - 14' f0 7 - - - - - 0 H ) 55 43 - 14 12 5.5 - - I _i - 14 12 TOj _ 14 12 10 - - - - 9.5 7 -I- - - -1- 951 7 3J fl - I- a_ 7 15t JS J - - - 14 12 _ - 14 12 10( 14 12 10 - - _ 1{ 12 4 - - __ - 14 12 10 _ - E B 8 e a 6 3 12'-0 3 =I- - - - 14 12 a - 14 +2 10 - - - - - 1.5&5 ){ - - - - It.5 GS 4 e 8 aS45 45 -I-1-,= - 141110{= _ 74-12110 - - - -l- 2.59.5 _.1 _ -1_I- t3517S4.5 _ =�= a a 6 5 • HV BLADE OR HV BLADE 13'-D•74 17 - _}.._} to r112 1 -t- = 1� !�t�.._,. = }- t. �2 - - - - - li is t_= _ - e e n eS e l as-=f=10 - -i- - - ,4j= - ,,1',?2 - 1- = 10.5 i^5 - �5 a! _ _ _1- a e s 4W/1nA HV WINDOW BLADE 72 =I- 1 - f4r- _ �= _= 11 12 - t= 1.5-6- = i - _ _ .is 9Sj=_- - -i= a16 55143 „ 12 I- - - - - - R 3'-I- _ ;; 12 _ _1 _ 11 9 t=--1- 'f--.a a - - - - - 1- -E & 8 A 7S-4 - - WORKING IN UNISON 10 4 1{ 7 I _�.. 14 121 I I - 14112 - - - I - 0'S _ ._ OS 78 - I-I-I _ -. .0 a 5 431- -I..- 14 f15j-j= 14 14 _y_ _ _ _ _ _ 74 _ 7,g _ _ _ _ _ _ - 75 ..1- _ _ _ _ 7S SS JS J - -• _ -- - _ - - _ II _ 14 _ _ _ {_ _ _ 1a _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ a 8 a 7 7 1 J.S _ {,1 9 - 1- - 0 T _�_ a 7 4S JS 7•_ 14 - -•_{-- �•. -_ - =70 - _ _ _ H 7.5 B 4 - 14 - - - 14 - - - - - - 7 -I_- _ _ 7 _-_ ___ - I_- _ 7 1&5 14 - t4 is - _ _ - 14 - - ____ __� _ 14 •' _ _ _ _ _ _ E B 8 73 8 3 _ 1 -- _ f-1�=t{ =�1- I- t4 -y - - - 5 _ _ _ - - �`j- _ _ _ _ B 7 {SIB 1_ _ _ - �— { - -+_ - -- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' � 4W {N mzozo larEco,1xc ©2020 EAEN NEAL SUPPLY.INC. a BERTHA HVTN ?• ��EN AL g q, ,q� AmSeSwA Accordion Shutter System No.441 % � � Kv a.aDE#1 w/OR w/o FLv H,NDOYV BADE * .�* �� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6v,N. Dr6c0PRGx DATE Dran11 67: KP 8155 NW.36iR St,Sle.305,v/ttaw rA1mFN5.Hasa 3316. Assoctationl Inc. 1 CLO 17-107 f2/2o2 DAZE: 7/2/2020 o'•, STATE :� Phone:(305)871-1530.Fat:(305]871-1531 4268 1Yestraads Drive 2 DRAWING No -mail:Ua4coaad.wm West Palm Beach, FL 33407 3 '.,�o,�:• FLpg1 ;; CA-0000719 , 20-164 �i,,(CS+•••.,....• •• �� WAI.TFR A T&Uf Jr.P.E ''iip�S�ON7 FLORIDA c./44167 SHEET 2 OF 20/ / �S SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ta Ln DE N NMADE PRRSWE R�I111 AND A COMA)UMUM ANCHOR! FAMmMG WIR111v 7YPIE FOR CONCREfc OR CDNCRE[E I7LM INS14LI►MONS (SEE NOUNIRM&G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURM MNCRIN OONCROM BLOC IOURID ODNCWE (A) TO EXISTING POURED CONCRETE(141%fe-3 Imi) QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING -1/4.0 TAPCON OR TAPOON WITH ADVANCED 7HRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BNLDEX.(Mtn.fe-3 kei) ANCHORS SPACING IEGEND -1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.fc d 3 k91) N5.DF901 HLTNOh£Pi�11T0.ftAID10(LY2 A tF9N XET.00E PIItSRWF�E RLM _ SD.OEM RE.VNE Pl0.SS�R,VB1G -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(tin.fc-2 W) 50 40 60 78 11 90 120 160 205 30 40 ED1751001120 160 205 70 40 60 75 80112D 160 2 TAPCON OR -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DFSVALT,INC.,AND DISTRIBUTED BY ALL POWs SCREW,BOLT&SPECW.TY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGW SHUTTER SYSTEMS ASSOCIATION.INC.(Min.fe-3 kul 14 12 10 9 8 B 6 5.5 14 12 10 9 8 e 8 8 74 12 ID 9 8 8 8 6 THREADFORM TECHNOLOGY 3'-0' 14 12 10 9 B B 6 6 14 12 10 9 e 8 6 6 14 12 /0 9 8 B 6 6 ALL POINTS SOLIDI-SET NOTES: OR 14 12 10 B 6 8 0 8 f4 12 10 8 1 8 8 6 8 14 12 10 9 8 8 6 6 BLUE TAP W/CAP AL7)MINIMUM EMBEDMENT ONTO POURED CONCRETE OF TAPCON OR TAPCON WTHH ADVANCED THREIDFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 9 5 7 f4 12 iD 9 I e e`e 6 14 12 10 9 8 8 1 6 6 ANCHORS IS 1 3/47,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 II /0 9 6 7 SS 3.5 L L 10 9 6 8 8 6 14 12 ID 9 6 8 6 3 TAPPERi' f♦ 12 1D 9 6 8 6 5 14 12 10 B 6 8 6 0 14 12 f0 9 8 8 6 5.5 A.2)MINIMUM EMBEDM¢NT OF 1/4'0 x 3/4'ALL POINTS SOUo-SEr ANCHORS SWILL BE 7/8-INTO THE POURED CONCRETE ND BASEDINENT - 14 12 10 9 8 e e t 14 12 10 e 8 s 6 4.S 1t f4 10 9 0 e_ 4 23 INTO STUCCO SHALL BE PERMITTED. 1/410-20 35.MACHINE SCREW USED SHALL BE 1 1/2'LONG NIMMUM SHOULD STUCCO Bosr,AND 14 12 10 a 8 B 8 45 14 t2 10 B ! 6 B 6.5 14 12 10 9 6 6 8 45 1'MBOMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 53 YS - 14 12 10 9 8 8 16 5 14 12 1D 9 6 7 3S 4 ♦SEE U t10VS OF USE ION BLADE @ON SHEET 19 5•-0' 14 12 f0 9 B D 6 6 14 12 10 B 6 0 6 5.5 14 12 10 9 8 e e tb A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS DR ANY VENEER BE FOUND ON THE iDOS7NC WALL OR FLOOR, to 12 10 9 8 7 4 - 14 12 10 a B as 0 3.5 14 12 10 B 63 5 3.6 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON :4 12 10 9 8 7.5 a.5 - 14 12 10 1 e 8 e B 43 14 12 ID 9 8 B 4.5 3.75 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4 12 19.5 75 95 CS - 14 12 10 9 8 75155 4 14 12 10 8 8 5 45I35 INSTALIATON INTO flF5 WITH METAL STUDS SEE SHEET 20. 14 12 10 B 8 9 6 f1 12' f0 9 6 6 0 5 14 12 10 S 8 65 5 13.5 6'_G. - - 14 12 to, 1 B 73 b.8 3 I- 14 12 1G 83 7 95 4 J tI t2 9 6.5 33 4 �^ (B) TO EXISTING CONCRETE BLOCK:(AISTY Cr90) 74 12 f0 9 B 6 -I- 14 72 10�9 e 0.5 9 A7514 12 10 33 0 5 4 i- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX. 14 12 a G. 53 ] - 14 12 10 9 6 &5 5 35 14 12 10 e 7 5 J.5 3 - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 1�12 ID 9 6 S - 1♦ 12 10 9 8 7 S 4 14 12 10 B 75 a6I 4 3 -1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 7•-0- - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY 14 12 f0 E 65 4 - = 14 12 B j/}7-5 B 4.8 3S - 14 1�.5 7 S.S {5 YS - - OTHER APPROVED LICENSED OR AITHOIRZED VENDOR REGISTERED WITH THE AMERICAN SHUM SYSTEMS ASSOCIATION,INC. 14 12 to as 7 4 =1 16 12 tD l 9 75 S3 7- 14 12 9 7 75 45 1- 14 11 7 55 45 - - 14 12 10 9 75 55 4 - 14 72 9 7 1 6 43 J - NOTES: 8•-0' 14 12 f0 9 8 6.5 - - 14 72 ICI 8 8 B 4 - 14 12 To .e i as 6 3.5 _ B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 14 12 as 7 53 ! - - 14 12 6 6b 55 4 3 - 23 93 6 S ♦ 7 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. 14 12 9.5175 6 - 14 12 95 6 "1 5 - 14 12 ii 6 5.5 4 i 13 9b 65 5 !s - - 14 12 10 B jB5 5 1-H- 14 12 8 63 5 4 1- - 8.2)MINIMUM EMBEDtaENT OF 1/4'0 x 3/4-ALL POINTS SOLID-SEE ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 8 _ - 14 12 10 9 75 451- 14 12 95 7 55 4 - - EMBEDMENT INTO STUCCO SHAD.BE PERMITTED. 1/4-0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD M=D 9'-0- 14 115 7S B' 4 4` - 14 11 7 SS I{,S &5 i- 11 B 55 43 3.5 - - - EXIST.AND 1'MINIMUM FOR WADS WITH NO STUCCO. 14 12 6 BS 45 -�1- - 14 12 65 7 ASS 4(- - 14 105,7 SS 6 45 - 1.5 6.5 75 4 - 14 12 B 7 6 143 - - 14 t1 7 6.5 t5 33 - - 8.3)IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE HOSTING WALL OR FlO0;4 14 12 1 t0 B 75 14 12 f0 8 65 5 - - 14 12 E B 7 4 == ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10-0 14 103 7 S ]3 ( 1]9!6.5 5 4 3 - 10 7S 3 'T ! - NOTES ILI)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL.SIDING OR E1FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. N 115 9 6 5.7 -C- 23 85 6 5 7 4 - - FOR fNSTALLADON INTO E1F5 YIi1H Mf[U1L STUDS SEE SHEET 73. OS 8 fi -1- - - - 14 121 8 aSI&5i♦ - - 13 10 65 5 4 J 11-0. 1t 12 1D - _ -1- - 14 12 9 7 6 4.5 - - 14 105 7 as 45 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENMDONS AND SPF-CffICATONS OF THE ANCHOR'S MANUFACTURER. ZS 95 5 - - - - 12 9 6 45 4 3 - - B 7 43 ]S 3 14 10 7 - - I- -T-- 14 1105 7 SS 45 - - 15 a5ISA 45&751- - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0 7 43 - _ -i- 14 t15 71 I 5 - _]_ 12 9 1 6 4b 4 - - - EDGE DISTANCE VERSUS SPACING c_CHE°IIlE FOR ANCHORS: 12'-0' f4 12 10 = 14 12 a 85 55 - __ t3 70 83�5 4 - - 1,5 AS 4.5 - _ _ _ i1 B 5S�4 B 6 4 i S -__- - MINIMUM ANCHOR SPACINGS ME VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.L1S5 THAN THE INDICATED.REDUCE ANCHOR SPACING L6 93 6 - 1� 1] 9.5 e5r 5.7 - 03 E 5 4 - - - - BY NUL7IPLYING SPACING S40WN ON SCHIDULE BY Tiff FOLLOWING FACTORS. 9 63 14 10.5 7 55 14.5 7- - - 11 85 5.5 4b 35 _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE l4 113 7.5 6 S;- - 12 B�a 45 T' - - FACTOR -'-t'_ _ -' _ ^.-1_ - - - TAPCON WFM ADVANCED TAPPER t 10.5 B 10 73 5 4 3 - - 79 tM5 4 '] - ACTUAL its 1 (- - -I- - - 12 t B e 45 4,- - - 95 7 5 4 - - - EDGE TAPCO14 ALL POINT SOLID SET BLUE TAP W/CAP 3 8 13 95 63 5 - - - - OS 73 5 4 I - - HV BLADE 0 DISTANCE 7HREADF'ORIt 7ECHNOIAGY MIN.SPACING 1a 12 _ -I- -I- 14 tab 7 S5 - - - - 70 B.S S.5 13I= - - ED. 1,9N.SPACING o 3' TAN.SPADING 3' MN.SPACING.•3 1/2' ►9N,SPACING 3' 3 3/4• 4' u'-a' 1D 7s =1- - - s 7 45 ss - _ - =7 s 35 a - - - - 1 BLADE W POURED CONCRECE& to�n CONCRETE ooxattTE enoc POURED CONCRETE& POURED CONCRETE&ppy Ogp6jE L1xRat<ff CK aaIX - 11 !t sa 45 - - - v Os 4-s=___ - ' V WINDOWICONBRED YRETE °CK En.31/Y If7L EA t/Y FCONCRA 3 1B%YX CONCRETE FS BOY° LIN.En•3 1/7 NN En-2 1/2 75 - - - - - - - 12 I e 6 - 9.5 7 4.s -I-- - - - 3• _ 1.0 0.90 1.0 0.78 _ _1.0 0.e4 1A tfi'-o' lis a5 a106 s5 - ILaIS a _)_- - = BLADE WORKING Z,j2- - - - -o.81 W - 1-=° - - - - o:B7 - - 10 a� - _ - 4 - 1N UNISON ♦ 2- - _- o.7t --.._ - - _ - ost _ - -__ _ 11s_e_s_ s31� .-__. 9_63 43 OA3 14 - - _ = __ - 26 93 8 - `�_-_ - 16�3 5 - __ 0 6 e 4 - - - - 8 45 J =- f - 1 1/2- 0.35 ._____ - - 0.35 -�- _ -"1-'-l= - FLORIDA BUILDING CODE(N°n High Velocity Hurricane Zone' 95 -,B =1-1- AI((Illlil 111"iAbi 4f202a TLTECO.INC. @2020 e4stERN METAL SUPPLY.INC. `,,, ,c�....: ..�ir�., BERTHA HNTI., s': �,�cE sF •.�=; Accordion Shutter System No.44 67 �• N c o o & H,V.WM g1 W/OR W/O KV WINDOW BLADE TINT TESTING & ENGINEERING COMPANY AfnerlCon Shutter Systems EV, DEAMPTION DATE DRAWN BY: U.P '?'J1" 2Orir® Association. Inc. 1 OLD 17-107 /z/zoz DATE: 7/z 2020 4355 N.W.36tN1.St.Ste.30f.WNYNNIA CMiDFA.S,iLORIDA!]IG 9. STATE F Ph...:(303)87f-15".Fox:(]05)B71-1531 4268 Wes(roods Drive z e-mal tecoc 9=M West Palm Beach, FL 334U7 3 DRAWING 1 64 s�QNp R A7��` / / WFLFLORDA L�4416i 5 SHEET IL?�EAL SIGNATURE GATE 6 i3 OF 20 MAXIMUM SPACING a HiDUL FAR A GPJEN MAX SHL►T±ER SPAN, A.S.D DESIGN `EGAIM PRESSURE RATING AND A CORRESPONDING Mfie TYPE FOR CONCRETE OR C-ONCREIE BLACK INSTALLATIONS (SEE MOUNRNGS 4 J,K k L ON SHEET 7) POURED COINCREFE POUFIED CON CONCRETE BLOCK ANCHORS SPACING LEGEND I VUJIt OVER s• n iRENCN y y C� M,,,, "�_ JQRIUNGUARO MOUNDING ©WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTNG TAPCON OR amm Mora 1fiFS5U_i"Rm(ia mm Rown WORM Mw pm TEORNE pm�=RAND 16di-WARM PIrIISatM-_Rag TAPCON WITH ADVANCED 3D 40 50 75 i90 1211 1so 205 30 40 6b I is 90 120 1a0 205 3B 140 BO 175 RO 120 160 205 31) 40 60 is 90 I120 160 205 THREADFORM TECHNOLOGY 14 tz m B_ a s a 1z lz a 12 lz 13 B.9 Bs 7 7 7 7 T 7 ss $ 5 5 5 s s s ALL POINTS SOLID-SET S-O' 14 112 70 9 6" e 6 6 M 12 f2112 12 12_93 7 7 7 T 7 7. 7 7 7 5 1 5 5 5 s S $ 5 BLUE TAP R U39 14 12 SO 8 8 a 8 a 12 12 12 12 GA 8 B 43 7 7 7 7 7 7 7 i63 S 5 5 5 5 5 B 3 1`4 1`z to B a a e' e`t2 1z 12 Iz f2 to 7s a 777i" 7 7 71�' s a s a a s s s TAPPER+ 14 12 W.- e e a 12 12 12 12 1S 63 es S 7 7 7 7 7 7 65 4 0 3 5 $ S S 8 4 14 12 a B 9 12 12 12 12 12 OS 7 Sb 7_ 7 7 7 7 7 7 7 5 [5 S 5 S b" 5 S 14 -12- 10is 12 1219 a 6 4s15 77 77 7 7 65 5 3 5 a 511 e e e fl 12 S2 12 tO 75 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 S S 5 5 14112 10 B e B 9 B 12 12 12 11 9 7 0 4 7 7 7 7 7 SS 4 3 3 a 5 5 5 S 4 3 t4 12 10 B B e 5 e 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 S 5 S 5 5 S 0 11 1�f0 9 6 a 6 B 12 12 BS 73 6 45 ]S - 7 7 7 7 7))7 3 3S 6 b 5 5 6 5 S 4 * SEE ANCHOR t4 12 fO 0 1 a 6 6 12 12 112 9.5 8 18 4S - 7 7 7 7 7 17 55 4 5 S 5 5 5 5 5 4 74 12 10 9 e 8 B 0 12 12 1S 9 75 SS 4- ] 7 7 7 7 7 45 35 - 5 5 9 1 3 5 45 35 - SPECIFlCA710NS 6•-D" 14 S 10 9 5 5 6 a 12 12 12 10"E 8 {.9 J$ 7 7 i 7 7 7 7 5 s s ss 5_ s 5 ON SHEET 13 14 12 10 B 8 e 5 6� t2 12 10 8 5 4"5- 7 7 7 7 7 55 4 - S 5 a_ 5 5 S 4 3 14 12 10 9 B I B 6 6 12 12 10 a OS 5 7$ - 7 7 7 7 7 8 45 14_ri.-I H B a 0 B 8 11 12 10 l a SS S 3S - 7 7 7 85 95 4 S 8 3 1 3 5 1 4 3 1t B E 8 6 6 12 12 12 65. 7S { ] 7 7 7 7 7 7 7148 6 8 12 10 0S 5 4S 3 - - 7 7 7 7 6S 5 3 - 3 S 5 5 a 351a 6 s 12 Iz e 3 7 ss'i` - - 7 7 7 7 7 s - - s 5 s s s -s 4 - 0 VAUD ONLY FOR UP TO +70. -75 st f2 to s e e 1 a - f2 f2 05 7 55 4 3 77�7 7 5.9 4s ! - - s s s s as 3s - - PSF A.S.D DESIGN PRESSURE B,-0. f4 12 to s a a e - 12 t2 0.3 7.5 s 4.5 35 - 'r i7 7 i T 4 s 5" s`s- s s s s RATING & FOR SPANS PER 14 12 10 9 1 0 0 6 - 12 9 G !3 4 3 - - 7 7 7 7 55 4 - $ 3 S S i 3 4 3 - SCHEDULE p3, SHEET 11 14 I12 10 0 I e 5 6 - f2 11 7S e S 7$ - 7 7 7 73 e 45 - _ b 5 6 43 14 12 Ia 8 a B - - 12 1S 7.5 6 5 33 - - T 7 6.5 5 4 - - - S 5 5 5 { ] - 9.-D. 14 12 1O B B 0 = 11 t7 OS BS 55 f J - 7 7 7 7 7 7 e ] 5 15 5 5 5 5 5 5 14 12 f0 0 8 4 35 - - - 7 7 7 0 5 35 - 14 12 1018 e e = fs 10 e3 3 431- - - 7 7 7 BS ' - - - 5 9 S S 55 14 - 14 11 1D 1 9 8 B -_- 12 tOS 7 Sb 4S !S - - 7 7 55 4.8 35 - S $ 5 48 35 - - 10�-0`14 12 tO 1 9 B B - 12 71 85 0 6 S.S - - 7 7_ 7 7 7 7 4b - 8 5 1 5- 9 S 9 S 4b 14 12 10 0 e a - es 1 43 33 3 - - 7 7 7 S.S 4.5 - - 5 5 D S 4b 35 - - 14 12 10 0 !8 5 - - 12 0 6 8 4- - 7 7 7 T8 S - - - 8 S 3 l4s 0 - 1- 74 12 10 9 rB la - - 72 95ie_ 9 4 J 7 5_i� 3 j- S_ 4 JS 1- - 11�-0 e e - - 12 10 7 S.B 45 ss - _ 7 7 7 17 7 7 33 - S 5 S 9 9 -9�5 4 ;.12 ,D e a 5 _ _ 11 ��-4-12._ _ _ 7 7 6 , 4T_ _ _ 9 b 5 5 4 3 Q HV BLADE ONLY 14 12 10 9 a 8 = - 11 a 195 4 1- - - 7 7 7 59 45I-- - -5 5 s I It 4s - 14 12 to 8 B -_- - IS 6.5 bS 43 3S - 1- 1- 7 7 4.5 35 - - - - $ 5 4S 35 3 14 11 10 9 5- - 12 . 6S 5 4 3 7 7 7 7 7 0 7 - S b a 5 9 5 LS 39 12'-0" 4 _ _ _ _ _ _ _ _ _ 14 12 10 9 8 B 6 4 3 7 7 S5 IS 3S - 5 5 1 E1- 14 ji2 110 19 a - 70 7.5 1 5 4 - 1- 7 T7 a 5- - - =5-s 0 S 4 - - - 14 12 10 9 0 - - - 05 8 i 5 4 3.b -5 3 - - 13-0.14 12 10 0 8 - - - 13 a5 6 4S JD3 I}j� _ T 7 7 7 7 4S = _ 5 S S S_ S 8 4S 38 14 11 10 9 e - - 7 0J 3.5 ] - 1- 7 7 5 4 3 - 5 -a I5 4 3 7 7 59 ss = - s s a`iss + - - 14 12 00 . - - - - 10 73 8 4 3 - - - 7 a 4 ] - - 3 - - 12 12 - - - - QS 8 5'i. 4 >g - - 7 7 7 7 7-- - S $ 7 L 3 5 4 13 74�-0�14 12 __-_._6.5 S 3 =__ _ - 7 7 5 SS - - - S 5 5 4 14 12 - 61510E 4 =T- - 7 7 S 1 - - 5 3 S 4 - - 14 - - 9 7 4.3 33 3 I- - - 7 9.5 >S - - - 5 5 35 - 15�-0' 1� 12 16 _-__ 10 �S 9 4 J__ = 7_ 7 7 "7 7 JS `�4 D, S S_ 9 4 ] 14_I2 16 _ e �.6_] 1 - 7 7 IS J - I- 5 5 4.5 1^ - 14 12 16 - I-_ - - - 5.S 8S 4 3S - - l___ 7 SS 3.5 _ 9 S 3S - ! �ffY'.5 -%a5`33 3 = i_ 7 7 S t}L5_ B {.5 13T _ It 14 1214 12 110 10 - f- 75�5.6 75 - - - - - 7 7' 4.51- - - - t S $ 4.51- - - i- FWRIDA BUILDING CODE Non Nigh Velocity Nurricone Zone 1-' 1 Ifly 1�y�7 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY,INC. ��7'�• L BERTHA HVTM Accordion Shutter System No.441 7 1 L E C O iae. • ■ ■ ■ H.Y.BLADE#1 W/OR W/o KV.WNDDWBADE 7TLLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCIOPTION DATE DRAWN BY: MP ✓ 'w 055 N.W.3R, SC.St.305.VOW"GARMS.ILCMM 331E Assoclatlon, Inc. 7 OLD 17-107 /z{zoz: OATE: 7/2/2-0 STATE I F Poone:(305)871-1530.Fez:(305)871-1531 4268 Westroods Drive z DRAWING No :gyp=., F , r -,a.eftcoa40Le- West Palm Beech, FL 33407 3 W&IM AOTLUT1Jr.PE. S 20- 64 NAL `��`SEAI/SIGNATURE/DATE MO"10"ue.g a41s7 6 SHEET OF 20 iq /Q ann 1 n i j MAXIMUM A.S.D. DESIGN PRESSURF RATING (D c C) AND CORRESPONDING MAXIMUM ANCHOR SPACING Gn-1 SGHmULE FOR A GIVEN M_ett SI;(_Frrt=R SPAN NEQTM AS D DESIGN PRESSURE RA11NG AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). U B !E=--T'Fv SOUIRDLN-PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/MIN. G-Ol SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2`MIN. COX p2pW/MIN.G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/MIN. G=0.43 W/MIN. G=0,36 PLYWOOD tiA1N GG-0 W/ W/ MIN. G-0.43 W MIN. G=0.36 SPAN(nj WgLL MOUNTINGS CEILING MOUNT T WALL MOUNJNGSEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. O & R FLOOR MOUNTINGS M. N, 0 & OOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W& X W& X W&X P &Q S&V S&V S&V .MUS M02E Ill DB6 TW UYd NZK R73B$R7G(y9J -0XI0AREOMAUMMiIlmfEPAi(1d] D.MINUMERF.I7AEPD1i(P8 DIN ROGIERmff(-n_a_Cr64 l lLm1IETA6E 17119FEI�TI(F!I aEI9m 16smE1+rsvEEms fla) RW�I6RMH®L[E0C(r�)A7D DIDOI Q1DVf Rl PA6(AAI 30 4D 60 75 90 OS 30 40 .50.75 90 105 30 40 6D 75 40 60 75 90 05 30 40 6D 75 90 .05 30 40 60 5 190 II05 30{40 6D 75 90.M05 30 t122 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 OS -0.0.i 12 10 10 9 8 8 6 6 616 6 6 12 10 1D 9 6 6 6 16 6 12 10 1019 B 18 6 fi 6 6 i6 8 6 5 4 4 4 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-W 12 70 10 9 8 8 6 6 6 6 6 6 1Y 10 10 9 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 6 6}5 { 4 4 4 13 12 1Z 12 12 12 12 12 12 12 12 12 12 12 12 72 72 g•�' 12 10 10 9 8 8 6 6 6 6 6 SS 12 10 10 9 6 6 6 6 5 12 10 10 9 8 17 6 6 6 6 6 5 6 15 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 0 6•-0' t2 10 110 9 8 8.5 6 6 6 6 5.5 4.$t2 t0 10 9 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3;5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 T-0' 12 10 10 9 6S 4 6 6 6 S 4S 4 12 10 10 9 6 6 5 4 3.5 12 10 10 7 3S - 6 6 6 5 I4 3.5 6 5 4 4 ��12 12 12 12 72 12 12 12 112 f0. 12 12 12 OS 8.5 7S_12 10 1D 7S.S 3 6 6 6 5 4 35 12 10 10 6 35 - 6 6 5 .5 35 312 70 10 4 - - 6 8 5 .5 .5 3 8 5 4 - - - 12 12 12 1Z 12 12 12 72 11 9.5 72 12 1.5 9 7.565 9'-0' l21010 _ 6 5 5.5 S .3.5 3 12 10 9 4 - - 8 8 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 8 5 3.5- - - 12 12 12 10. 12 12 12 15'9.5 8.5 12 12 10 8 6S .510'-0' 12 10 7S 4 - - 6 6 5 4 3 - 12 10 6 3 - - 8 6 4 S 3 - 12 10 3,- - 6 8 4 .5 3 - 6 5 - - - 12 12 1S B.S T2 12 12 :0. 8.5 7.5 12 12 9 7 8 $ 12 10 SS - -I- 6 6 4.5- 1- 12 10 4.5- - = 8 SS 3.5- - - 12 10 - - - 6 5 4 - - 6 5 - -_-_ - 12 12.12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6 55 5.5 4.5 12'-0• 12 10 4.5 - - - 6 6 4 - - 12 to 3S- - - 6 5 35- - - 12 10 - - - - 6 5 3S- l^_- 6 5 - - - - 12 12 12 1 9S 8 t2 i2 11 85 7 6 12 1S7.S 6 5 4 13'-0'--12 f0 - - - 66 - - - - 1210 - - - - 645 - - - - 127.5__ - 6W.5 -I- - - 645 - - - - 12121210.Z&5M7572121086.5=-L- .575.54.54 14'-0' 12 lO - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.55 - -Y- - 12 7 _ .5 4S - - - - 6 3 - - - 12 12 l2 9.512 12 9S 7.5 6 4S l2 9S 6S5315'-O' 12 - - - - 6 - - - - 12 - - - - - 5 ��_- _ - 12 - !((�- 5 - - - - - 6 - - - - 12 12 1t 912 12 85 7 16 4 12 9 65 45 5 - - - 6 - - - 12 12 10. 6.512 12 8 5 5 5 3 11.5 55 46 3.5- HV BLADE OR HV BLADE W1 QA HV WINDOW BLADE WORKING IN UNISON+ . 1 a 0OI=Or use FOR BIADE©ON SHEET 79 }NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 10 WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. 3•rUS+WAIFE SHALL CONSIST OF THE FO1 lNG: -SOUTHERN PINE Na 2 W/0-0.55(UCS) 1/4'1 TAPCDN ANCHORS,AS MIWUFACTUR D BY I.LW.SLIDE)( W/MMMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/C-OM(N.DS.) &CH SECTION ON SHEETS 16&17. -SPRUCE NNE FIR NORTH W/C-D.43(N.OS) EXCEPTION;SEE NOTE 2 BELOW. -SPRUCE NNE FIR SOUTH W/C-0.36(NDS.) -M 1/2•CDT(PLYWOOD(1986 APA) 2.ANCHDRS TO HOLLOW CEILING SHALL BE AS PER MOUNFWG TYPE U.SKEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2013 SPECIRC11110NS. 4 ANCHOR'S ��N ALLED FOLLOWING ALL OF THE RECOMIAMDATIONS AND SPURCATIONS OF THE ROPMA BUUNG CODE(Non High Velocity Hurricane Zone �2020 EASTERN METAL SUPPLY,INC. `t` N.T Jill ''�� ®202O,7LTEC0.ING. BERTHA HVTM ��Q`:��\c...... ,, A S A •'� EN ••9' Accordion Shutter System B7 - "IL E C 0 �"c' ■ ■ I ■ KV.11"#1 W/OR W/0 KV.WNDDB I&ADE 140.441 - TILUT TESTING & ENGINEERING COMPANY American ShuRer Systems Er.N DESCRIPTION DATE DRAWN BY: M.P AeeoclattonA Inc. 1 OLD 17-107 /2/2 DA1e 7/2/2020 `k 6333 N.W.36tb 5L.Ra 30.HRCOLA CA IS NS.RORMA 3316 F Phollo:(305)671^1530.Fa::(J05)871-1531 4268 Westroods Drive 2 „a STATE :e?`/ DRAWING No F Q e-mCA-MG am con West Palm Beach. FL 33d07 3 ,20��64 LOR •,: WALTER A.RLLD I P.E S/ONP��`FAL/SIGNATURE/DATE FLORIDA uG s41s7 6 S 75 0F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & IAA HV* BLADES AS APPLICABLE SHUTTER SPAN + OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLA E O LY SHA -WALL FNIS14 BE LIMITED TO 105.0 psf. A.S D DESIGN--PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & —1 11 TAPCON oR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAil'M ADVANCED I T14RE CFORPA TECHNOLOGY ��` / 1/4T$0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ---- 1 1/2-Min.PENETRATION { I OF THREADED AREA 10 I W/ 1 I/2'Mfri.PENETRATION OF THREADED AREA TO EXISTING I LO•N• o" 1! EXISTING Nc xtiQo HEADER WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 TO CLASS(SEE I I 1 QOR ttt�! r 1 r .•.: i N (SEE SCHEDULE ON SHEET 15) �� I i .. 1/4.0-2Gx3/4-S.S.MACHINE '�SafDUIE ON 9)EET _ SCREWS W/1/4•-20 Nlns t 7ON SKEET FOR MADE � I Vol.� 12- � loamnc 4 I�AttsO&a 1 11r, -L1,�t11UlttT1 -t r I-EO-I►EOki -•� GLASS--'J 1z 1 !I 1 I WALL- • ! 3 -•_OR 15 aV 1 FINISH/ I I I I ! ` ��\.i'.:;.^•--r; I i' S `1 IN2' '�II t/'OP7IGNAL ___iii — \ ••'-•~ _ _ _ 11 •~L--E%ISIING MIN. I d I ==\— >'rFlNSH v_. v__aS4Ll7\�SL11\ = N - 17^•�I OR 1 111 EXISIWG MIN. I I I V '-2°x4'WOOD r� ♦ - �j�{J, ti HEALER REQUIRED -V OR® I --2•x4•WOOD 0 uuP :_ 1 1j-0 TAPCON OR TAPCON WITH ADVANCED I HEADER REQUIRED I� '� .-• THREADFORM TECHNOLOGY W/ 1 1/2• EXISTING : uiN,SkPAR(LION 1 I 1 -Ot Va �I '`t II `Min.PENETRATION OF THREADED AREA TO CLASS—f TD(SASS SEE q MIN-SEPARATION TO GLASS 1 1 1 ','I y}. I U `�•J EXImNG WOOD HEAOER- i-.--SCHEDULE ON SHEET EXISTING R'—'SEE SCHEDULE ON I` 1 E`I !i � ` (SEE SCHEDULE ON SHEET 15) t 1W1�SIEET IS GLASS-1 ( �_�-r ----'-- ._,�i 1_-"` 1,1-,—, _2'x4•Dow.SILL HADES®&0 t �--- PLATE REO'D. O HV WALL HEADER INSTALLATION ALLATION 0 WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION --- T: 1 ".Ii MW.SEPARA710N TO CL455 MW.SEPARATION TO GIA55 EXISTING -.._.._.�--._-.___ _ .__ T __ R III 1 t{_(SEE SCHEDULE ON SHEET 11)` .._-_i , I--•{� GLASS�T_ i �' �•� IXISfING -(SEE SCHEDULE ON SHEET 11) xO EXISTING MIN.SEPARATION TO CLASS c I ctAss-1 ( I WOOD PIA All SCHEDULE ON SHEET 11) I ass i ; Z F I I x 7 I 1/CHINE SCREWS S.S. REO'D.-; MACHINE SCREWS I I 1/4 0-20x3/4H S.S. / USING 7/4--20 NUTS i �1 --'WALL F - -• 1%4'H120 NUiS a Wz'-, 9 ®12"O.C. I l IT I ' :-•_ •-,JW FINISH 'y' I /- - -• 'O.C. ® 11 t LWI! R WOOD PLATE 1 t I '- EQ 1 �II REQb. ' I l{ ,'A\ 1 V• 7•- - --� 1-EGEQ'-!1'Min. ��'��^..',I •( N sa '1 1/4HI 7APCON OR TAPCON WITH ADVANCED �� THREADFORM TECHNOLOGY W/1 1/2- I' I f 'V`' •�`1''i 1`, it:+-SILL PU1TE I .;••� •-- EXISTING WOODDHEADERTHRFA0E0 E.TO 1/4°0 TAPCON OR TAPCON WITH ADVANCED 1`;I X.I)i 4I1 1 eo TAPCON OR NQIE: I I REQ'0. SEE SCHEDULE ON SHEET 15 I, •I �,P THREADFORM TECHNOLOGY W/1/2• I, '-_}},-.._-lll`_ / ( ( ) II:1' XI t AlPENETRATION OF THREADED AREA INTO PLYWOOD 'i TAPCON WITH ADVANCED 1-ScE SHEET.4 FOR TYPICAL ', i 'H •1,� ! \ HREAOFORN.TECHNOLOGY SHUTTER ASSEMBLY. 'ly Yf� WALL FINISH -__ _... :��i '•'i• (SEE SCHEDULE ON SHt:7TT 15) EXISTING MIN.2'C. 1 pLY/WOOD REQ \ W/1/2•Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2•MW.CD%PLYWOOD REQ'D. SPUDS O 16.O.C.MAX. WALL FlNH --"'THREADED AREA INTO PLYWOOD COMBINED W ANY WAY TO REID.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) suIT ANY INSTALLATION. O HV WALL SILL INSTALLATION 1-EXISTING MIN.2'x4"STUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH V7RH SECTION 2308 OF THE F.B.C. SECTION 2309 OF THE ®HV WALL SILL INSTALLATION ♦SEE BONS OF USE OF ©HV WALL SILL INSTALLATIA�I EB.C, RUDE IA ON SHEET 19 Fl.ORN BUILDING CODE(Non High Velocity Hurricane Zone' ��VIII)11111(t A�,' 02020 EASTERN METAL SUPPLY,INC. ,♦\ / /A 9T020 TILIECD,INC. ,ON``LN. -••••.anus T��; BERTHA HVT1I A��. eAe Accordion Shutter System No.441 7 N.V.MADE#1 W/OR W/O KV.WINDOW MADE * * TILLIT TESTING & ENGINEERING COMPANY American Shaffer Systems REV.tr D6CJUPIION DATE 01__er: AI.P Association. Inc. 1 OLD 17-107 /2 WE- 7 2/2020 STATE 01 6137 N.w-361A-SL,St.3RG,VIRGWA GARDENS,FLORIDA 3318 <y c Phone:(305)871-1530.l:(305)871-1531 4268 Westroods Drive 2 DRAWING No .!`GOR40 a-man:Lft=Oaolxam West Palm Beach. FL 3340/ 3 L�d q • `��`t' WALTER A CA -RE 4 20�1 VY !lAgAAb;ffnaw Ip` ``SEAL/SIGNATURE/DATE �ORX'"D�9 4416: e SHEET OF 20 i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR In HV & a HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEKDE In ONLY WALL FINISH SH L LIMITED 70 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR-MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON 1/4'0 TAPCON OR 4x8'(M1n)EXISTINGWOO -1P EO -EO--------.2 MIN.— V./ / TAPCON WITH ADVANCED ti I THREADFORM TECHNOLOGY STRU BEAM ADEQUACY O. �/� /� r--'--. = r ( � EDGE IF APPLI W/1 1/2'AGn.PENETRATION 1/4 0-20x3/1'SS. OF IXXR'DNG WOOD BEAM' f A/ r OF THREADED AREA TO 1- PHIWPS TRUSS HEAD TO BE CERDHED BY J r ti,j •' r - / / 1 EXISTING WOOD HEADER. ('MITI MACHINE SCREWS SEE SCHEDULE ON SHEET 15 I ? REGISTERED ENGINEER OR-! EO--' EO -- % .---_--- TRUSSES OR / 1 I ( ) I W/1/4'-20 NUTS ARCHI(ECT PRIOR TO r /'T" i^ r- ED--EO-/-a 12'O.C. SHUTTER INSTALLATION. . /,�? 1 1/2"- r-1/2' D.C.RREQUI REQUIRED dilf / / ,rr 11u)J1 1/4-0 TAPCON OR / EXISTING SOFFIT ":tltli tt 1 ?' T��1 TAPCON WITH ADVANCED T";1,, I I THRFADFOItM TECHNOLOGY !f j! .� i { li r i i 1"..--3/4-Max.TW. 7 1 1 - Max. W/1 1/2'1Gn.PENETRATION �� 7r �r' EQ��'-EO _f•x4x1 6 CONT.ALUM.TUBE I�1 OF THREADED AREA TO EDi• t __ _�_.___ 606}76 ALLOY)W/ ! �I�,� i OPTIONAL ., 'j EXISTING WOOD HEADER. `/ i /` sM.S./4. — i--I---e t'�f ( / r I I I I t (SEE SCPEDULE ON SHEET 15) l ! - ®6'O.C. I u.0 I _-' 1 or 13 Or lb (�H RAFTER OR TRUSS TO 1 I i ©1 or13or15 I Uri �-=- i I l�' .;1 I 'Iit�W�.fi LACATE LAG SCREWS EXISTING AT I �� II � MIOWIOTH OF E705TINC WOOD EXISTING MIN 2x4• ""'\J I )I-! OPEN HOLE AT EACH- r -I W DTMEN (2'Min.NOMINAL E71ISi01G—iI HEADER REO'D MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED G1 Acc I (SET SCHEDULE ON SHEET it) EXIT I (�J( 1 AREA VAUD FOR E 1 6 I I T IJJJ AT CENTER OF TUBE 'I INSTALLATIONS WITH 72 I _ Jl. 9 n MAK.ASD.DESIGN LOAD AND a SQ HV WALL HEADER INSTALLATION i �samCASS e oR(s�eET I ql n IX�"c i S011 1 ' N INSIA MAX SPAN.O THIS I I w GLASS— l0 0A4(SEE INSTAl1ARON IS ONLY VALID 11 FOR a"(DIM - •1 - SOI FOR WD00 1Y/X•IN•SPECIFIC I ON SMI 199 I O OR `=' 10N�5 tB GRAVITY OF 0.50 AS DOUGLAS 9RESm&Q 1� I aA1E5(r1•&Q3) `, _I --O OR ®• riR OR OR SOUTHETUV PINE No.2. >�SHEET 4 FOR TYPICAL SHUTTIOT ASSOABLY 2-MOUNTING SECTIONS CAN BE COMBINED THY-CEILING INSTALLATION -�-- IN ANY WAY TO SUIT ANY INSTALLATION. U;HV CEILI G NSTALLATION s—--- --- —— -— �— —' [— / maws w 1Q OR®* I MIN. I — I MIN.SEPARATION TO GLASS •-J I- 1 EXISTING Is'i IamEOArn io ciAss I IT)---- EXISTING ( (SEE SCHEOU"E ON SHEET 11)-"--"-_ _ 1 --� CAS\ I a7 9tEET to Rn I(SEE SCHEDULE cALTERtANG I 1 i ANCHHOR "6� *P �WAUL- LOCATION \ EXLSRNG I II T FlNISH� 1 4 � �fOx3/4'HIX G � II I }I Y .:Ji --WASHER HEAD TEK } DECK MIN.WOOD OJ SCREWS®12'ox IDECAL NISH ED -. ;':N -13 OR 1 2'x6'MIL WOODO U I (NO FINISH L ..'•- •11�,.} DECK REQUIRED(NO L i \ FINISH ALLOWED)`-�1— _�i-/2.I '• `_ OOFFGE �- '_ -EDGE OF DECK —SttSltllitl ---I 19 i 1'- EDGE OF DECK- -- - _ -- pS�l EO--E0= DECK IF IF APPLICABLE __--_��_ _-"-3' APPUMLE =s_-�- -"-_ _ IF APPLICABLE III i 1/4.0-20x3/4•S.S. 1 1 1 i' ,S 1 l `. .•• 1- 1/4.0 TAPCON OR R._ PHIWPS TRUSS HEAD l 11j'' {' 1l i i 1 TAPCON WITH ADVANCED Min. MACHINE SCREWS -'--I �_ -_ 1 4'0 TAPCON OR TAPCON WRH ADVANCE-D ------2' -2'4'cow. + THREADFORM TECHNOLOGY W/ 1/4--20 NUTS THREADFORM.TECHNOLOGY W/1 1/2"Min. MIN- !--SILL PLATE � '••` W/1 1/2'Min.PENETRATION @ 12'O.C. 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM I_ _-2-MEN• PENETRATION OF THREADED EVD. a' ,.L OF THREADED AREA 10 TECHNOLOGY W/T I/2"MI..PENETRATION OF THREADED AREA 10 EX571NG WOOD HEADER(SEE - fI I. •,i I G EXISTING WOOD HEADER. AREA TO EX.'SnNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) — -- (SEE SCHEDULE ON SHEET 15) SEE UM A70N5 OT USE FOR �HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION BLADE�ON SHEET I9 HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non Nigh Velocity Hurricore Zone �yy`1R,111111111J�W 02020 7XLTECA,INC. m 2020 EASTERN METAL SUPPLY,INC. ,,.-��"\v,;••PP•••tT•II•(. �r, �%, BERTHA HVTM Accordion Shutter System = L E C o �N c. ■ e ■ m KV.aAE#1 W/OR W/o H.V.WNDON R xx No.441 7 �', American Shutter Systems Ev.N. DEscw1 TtON aTE DRAWN BY: Ma *: * TILLR TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/202 DATE: 77272020 STATE 0 �� SM NW 03.3tAR St.St 3 ,WROM GAFw LLII IIA 1UT 371E ki Phone:(305)871-1570.Fm:(M)871-1531 4268 Westroads Drive 2 DRAWING No �On' FCOR1d S 0-mg:UM.C.900t.cam West Palm Beach, FL 33407 3 20-1 64 �j C' 'C�'T WALTER A 7RLIT Jr.P.E. 4 '�ri�AsS�QNA� ``SEAL/SIGNATURE/DATE stows V.p u167 e SETT OF 0 END INSTALLATIONS (1) HV BLADE OR d--A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS peat'un w=Fsnw nov. rw&M Wow r.4,unt. T sm not, wmv 2w M STUM- V v % -ww \ /I (AS kwupmz) WALL- _j X I-L E11=1 1w MUDS Owl. 7. DaMG CLASS J. I Si ' 'pcom CLAW t/2-M.CDK YN.MARM PLYWOOD Ji ri r LIN,Cox To ans(SM TO CLASS(4EPLYAOCa ......... rug CLAN AV&M mi ; Am mx- Fa V*iT POV4o. 00 (600-TS) 11 N% � ?�4. F7 1W1 FQ�R�1 8 (DAN D BLAME= MITICLOSER C Sw 1910F ELAMSM&9 7 -USE Voe r (4 ApFwAm ew" SALS.LF jituflr SAM Ole ac 0— to J zm DEIML X Ft�-/ STE CoFwzCnw SEC DUAL X 11', 11-- g-, TO 7RACIS SM BEE41L A FOR 1,4 OR i WDE CONMEMMI I sm ownw7 TO TRA.Sm TO TRMFM 02 -@- END CONNECTION DETAIL END CONNECTION VIEW END CONNECTION DETAIL(2) ENE) cowi:cnoisi DETAIL @ .n� ROMMM My M VANS GRWM VM 12'-W I f 1/4-o UPOM�n J1,00/2'5 'Ir"L tF/Fx W�We O.Q PMEFFAM 0 12, FENa1zMW QQ k sa;qowti ti maimm 0 SEE LIMITATIONS OF USE FOR 1/2 �'WL SOME ON S BLADE CA ON SHEET 19 70 GA'S q11 ,u=w,=. M ON :r -g 1/2 (Dofl@0RCOR L-10 C, -2 '5 01:0 R I�40f 01 OR ICA;-Y"�� I n4 @oi@on(1)N(5 VIEW ry' 8- STUDS R 6 @-07-a)-@.@- W- rocs WOOD WALL EOV. Rim 06 DETAIL END CONNECTION DETAI END CONNECTION DETAIL 12 FLOMDA BUILDING CODE Non High Velocity Hurricane Zone: k. fjj• , CD2020 7ILTECO.INC. 02020 EASTERN METAL SUPPLY,wc. BERTHA HV'TM W/OR W10 KY.Accordion Shutter System 'o ,--, A.S.S.A NO.4416 7 Im r E q KV.RAM#11 WNDOW MADE it G TILUT TESTING& ENGINEERING COMPANY American butter Systems SLm OmrAptio" DATE DRAWN BY-. MP STATE OF Association, Inc. I OLD !7-107 ;/2/202r DAIn 712/2020 055 N.W.3ft.St,S1. .MFIGNIA GUMS.IFLUMA 33161 S,� Phone (305)871-1350"3 .Fox:(305)871-1531 4268 Westroods 10?live 2 DRAWING No , 1-4 bltevoow— West Palm Beach, Fl. 33407 CA-0006719 701VAL p— WAL70 A.TILUT Jr.P.F- 4 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA,U.,#441167 5 SHEET 6 IS OF- 20 y� �A�> (}O�p �7A�> •WERAL JjMnAnoNS AND-CONDITIONS OF Icc FOR RMZ T + Y Y Y I >BIA- ACCORDION cH TITER SYSTEM WORKING IN A G ,-7 UNIRLIN WffH fH_I WINDOW RI_A13F Dm C5" I i 1.MAK ASD.DESIGN PRESSURE RATING:+110.-110 pst. Ini r r, 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.D&H ON SHEETS 6,71 AS WELL AS sMGUNDNGS M.0,T.U&IN ON SFEE S 16&17. ONLY CEt1IERMAIES Q�T(BOTH W/ C�4 OR 2�ARE ALLOTTED WRH t�1 IN A SYM61ElWGL OR OPP05WG LAYOUT.IN CASE OF OPP031NG 1MMUST BE INCLUDED ONLY AT EMERIOR ACCESS SDE OF r f CENTER `G m'2Q) _' L 5.(A)HV WDIDOW&TIDE 1©SHALL ONLY ALLOW A MAMUM OF 5 OPENINGS TYP.EA END • • a I I • ' i I I I PER RUDE AT SPACINGS SHOWN ON SHEEP 4. MAX 5 H7NOOW5 "'- • • • • (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW SLADE 1Q ALLOWED AT HV I`ie - OF ANY 3'0 HOLE FOR q J4 SHALL BE 12'. WINDOW BLADE F (C)FIST OR LW BI40E COMING OUT FROM STARTERS AT ENDS MAY BE HW WINDOW BLADE(19 v5si • • • a • • ` • •♦ • (D)HV WINDOW BLADE 1Q MUST BE USED ALTERNATE TO A SOLID HV BLADE THROUGHOUT SHUTTERS WIDTH. . I c • ♦ • • ♦ ♦ • W • a (E)C SW11L ALWAYS BE MSTALIID ADJACENT 70 A SOLID NV I Hy, X l+ 1 BLADE t AT EIfF1ER SIDE OF THEM. SEE END I �gg tC (F)PO f✓HLYCA MIE HV WINDOW 19SHALL BE INSTALLED SO TADS FACE CONNECTION `•ti - I• • • • • ggEp • TNC.HE MOEWOR OF THE OPEN04 BEING PROTECTED.HV WIINDOW MUSE BE DETAILS ON SHEETS i $ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. 10&18 NP. 3 y� FULL HEIGHT.--`I l dlf R 6.SEE ANCHOR SPACING SCHEDULE FOR DSTALLARONS INTO WOOD FRAME E ^ BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES zryp f-yp 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR M7AWITIOTS INTO POURED $ CONCRETE OR CONCRETE BLOCK WALL ON SHEE75 12&13 AS LIMITED BY I I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABISM. S.UINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: 65,j(SEE PUNT FOR REQUIREMENTS) p� D H TYP TOP&BOTTOM W L-yl2)aR®GRL✓+� WILD ZONE MINIMUM SEPARATION 70 GLASS LI iHRU 3 1' ELEVATION AM SEPARATION TO GLASS IXISi1NG GUSS— I-( SQEIKIE W 9EET 11 F732 fIAOEm 4 61. ———————————— � � AND OV THIS --FOR 9AP5(D {5, tAt � T2�- ----- �7YPvil . �✓7 \ oft Q (EJ T1YP. SYM CAL CENIERMATES\` � .i`l,9 IV/ R®A. - W/02 OK(SEE NOTE 4 ASOVEy PLAN— TYPICAL 1: HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE i17A) SHUTTER*N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, Mil f IPA m202 Y 0 EASTERN METAL SUPPLY•INC. ``�,.N,i n♦,� ®2020 TILTECO.INC. BERTHA Q"�V,N �.,........ ti tcEro Accordion Shutter System No 441 7 �` �� /7LE C O 1Ne. ��e��e Hv.alan� ( w/OR w/o Hv NANDUN aAOE c* - American Shutter S stoma * TIWT TESTING& ENGINEERING COMPANY Y Lv.n DESCRIPTION DUE GRANT!BY. UP ; Assootatton. Inc. t oLD 17-107 /2/2D2 DATE //7 z 2020 Z.p•,• STATE 0 �/_ sw NF.3BUL SL.Ste,305.VWGWA GARDENS,FLORM 3318 F� Ph..*:(305)571-1530.Fax.(305)871-1531 4268 Westroads Drive 2 R ORIO .•�� o-mo1:Ull,..0.01.wo West Palm Beach. FL 33407 3 DRAWING No �''�i♦,��ss1/�NaL FWAL> Jr.P.E. a 20-164 SHEET 'TEunnnnt P`. . SEAL/SIGNATURE/DATE 6 19 OF 20 B's 1 1/2.MOW THICK 1• .: 2.000'Nun. M'R ASTM A-653 CRME 40 wi^• ,=,�ATDa:;, INSTALLATIONS WZ � HV BLADE & HV CENTERMATES 1 -� r °• ,EEL '--•:x:. "=. INTO METAL STUD WALLS * '" E METAL STUDS AT is"D.C. w _ - ,�•,• 436 O.C./� ^o 1/2• / / 47s• ®0 1 Xg NOMINAL W S! 11 I I / i , 36 * GENERAL LI S ND C S 0 5E ALUMINUM SLEEVE (I 3/4-.6 1/4:O.OW THCK wn;143C L o3v FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063 T5 ALLOY CONT,CAM STET1.TRACK crEL_ a 6-0 a 6••a.c.��I I 'N s' SYSTEM INSTALLATION TO METAL STUD WALLS 3.�0• AM A-6S3 6R1DE 40 Min.G-80 ( SEPARATION TO GLASS SCHEDULE �-----Mom. GALVANUED FASTENED TO STUDS '' i'i ' I w (2 1611/20 TEX SCREWS ON ,/EwsONG FINISH jg ' ' 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 3 EXT060R FACE AS APPUCABLE I va 2. MAX. SHUTTER SPAN: 04" WIND ZONE MINIMUM T43C' ASTM E-1996 SEPARATION LENGTH+ 1"I EXISTING GLASS-I_ MIN.SEPARATION I, 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO CLASS (SEE SCHEDULE) I ¢j s 1,4"1'f-20w BOLT " 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" �') OD WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 43c 1' 1 - R USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/41 6 1/4.0,035'THICK W. DUSTING FINISH ; �1 OT INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373"�_ (OONT.GALV.STEEL TRACC CHANNEL- SAS APPLICABLE ,; 250-TF .050- ASTM A-653 ME 40 KM OEO I 'i i I CENTERMATE. e1_- a GALVANIZED FASTENED TO STUDS w/(z)16.1/2•mt scREws ON , 43c 1--43vI T— —�� BNIER10R&EXTEMOR FACE i ,O 6.O.C. 1 1®6.O.C. n _ _ 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR C 14"0 ELCO CONSTRUCTION ''� '�•,• ' =''".j 1/2' �LJ CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAR-LOK HD rir� r2 o' 43b COMPONENTS 61. 1 1/ .0.0 GRADE 4D W»,-, -':VARIES' Min. COMPONENTS GN.V.STEEL --y 1• `'.;Z: kofi,, -• METAL STUDS Al 16"O.C. k-n.'::° •;:,; •I MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/e'= 1" I (TYP.TOP&BOTTOM) l �-- ------ - - --- - -- - -- -------- - - --- -- 1 3/4 z 6 1/4 a 0.035•TICK Min. 1 COHT.GALV.STEEL TRACK CHANNEL, -- , .. ..... } /cuVANRED FASTENED TO�o.STUDS ' I SYMMETRYCAL ' ' =:; SYMMETRYCAL •�J w/(z)d6,1/z Trx scREws ON I:'-•I I 43a 43b 4 3C:.....: : I I, MIN.SEPARATION,VARlfS••L I , I INTERIOR&EXTEROR FACE I::..:: I ;.... ra cuss z' �'. CENTERMATES W/ I. ,CENTERMATES W/ ::I • I . 1 I'--. , i'.� .•. I i �. ' I I r... ' . I -(SEE SCHEDULE)`?•Moz. I ~I I .,..EXTERIOR ACCESS SIDE': 1° INTERIOR ACCESS SLOE':: ' ". "I -r4 -O -- —' 24— --------=-- - - ---� ti�L --- ' I '`;2)42 -- .� , 0 1 = - O - -- 21 -• \ I r �r 2 2�•-- 2 ; �''�.��--.• ' •LOCATED AT I Z j ------------ ---- -- --- - - -- - - -� ----_--=�. j' --, ---- - --I-- � `\24-- I - -=-j --------'� HV HEADER/sIL�ENDS VIEW Y I SIDE CONNECTION TO TRACK '---3 --(TYP•)—. s L-_ .____...._-B 1/2'MAX.SLACK HV� BLADE SLAG DETAIL HVF }PVC FLORMA BUILDING CODE(Hon High Velocity Hurricane Zone ezozo nL �1L ...:.IJIIL-4LXy TEco.INC. 02020 EASTERN METAL SUPPLY,INC. �{f1 I[ ;.•�P�� . ..�ir�' BERTHA HVTM �.• �,�cen F .,� A.S■ �A o Accordion Shutter System No.44 6 KV BLADE#1 W/OR w/0 ItV.WIDOW RADE TILUT TESTING& ENGINEERING COMPANY American Shutter Systems EV.r 0Esal�IfoN GATE DRAWN BY: ALP STATE F • ;.ZOO" MW NW.361E S1-Sic.3W"RCW4E GARDW.FLORIDA 3316 Association. Inc. , OLD 17-Toy IzJ2B2E VA-- 7 z/zozo �'.. Phone:(30)371-1530.Fox:(3OS)871-1531 4268 Westroads Drive z DRAWING No S"ow . '2ORl P::�� e 11:titeco04oLwIn West Palm Beach, FL 33407 3 •. rw-OOO671e 4 20TILUT Jr. -164 wl';G`,ss�ONAT 1RF`��SEAL/SIGNATUREJDATE RMMAU.d 4416E s SHEET OF 20