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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online eAO-W, tc ap Ye ar tn � BCIS Home log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact us ' scrs site Map Links Search dt*r '$ Product Approval I �' USER:Public User ~ Product Ap2r2XdjZNjcnu>product or Application Search>Qppiicatron List>Application Datail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Addre'Ss/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 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 F1,389 R1n COI COL ASSA B DE1 pdf FL389 R1O COX COT ASSA BJADEi 2.pdf FL389 R O COI COI ASSA BLADC-a.pdf 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 Certified By Sections from the Code www.fladdabuilding.org/pripr app d.aspx7param=wGEVXQwtDgvYYHK2vJvx53MwsXdCOtOXPGxaLSB7Zzg%3d 113 71/612(0321 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 Surnmary 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 FL389 RID It QRWING ASSA BLADE3.g_df, Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10 AEE PER A5SA BLADE3.pdf 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 unlson.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. i 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retain y tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 iI DRINING ASSA SLADEJ.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 16'-0"for 30 p.s.f FL399 RID AF PER ASSA BLADELprd negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVi blade,8'-0"for+64,-72 p.s.E 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 HV1A working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3I Bertha HV Accordion Shutter- Extruded aluminum interlocking laes�a ned'1f y trek s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No ELL ,99 RIO 11 ORW ASSA BLADC1 7..pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure[N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load FL389 R10 AE PCR ASSA BLADEI 2.pdf jfor Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively • 43ac» Clec: contact Us;:ZGM Blair Stone-Road,Tellaiiassnn FL 32399 Done:050-487-IR24 The state of Florida Is an AA/EEG employer,,Sggyrioht 20e7-2013 State of Floriaa.::Privily statement::Accessibility Statement;.Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the orrice by phone or by traditional mail,if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.5„please click hero. Product Approval Accepts: �te's air.[..' Credit Card Safe www.flaridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzg%3d 2/3 GENERAL NOTES: 1. BERM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-16 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 WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& Q{� BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.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 THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MEN SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,00715.01-D3,#1004.01-05,01214.01-05,10317.02-06, #o6D9.01-10 AND#0210.01-11 AS PER TAS-201,T S-2D2 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE QD AND HV WINDOW BLADE h111 AND E-1996 STANDARDS(MMMLE LEVEL D.WIND ZONES 1,2&3) &#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE .WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-B8 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(1)AND HV WINDOW BLADE (9 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(NV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLDY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL. OR 316 SERIES CORROSION RESISTANT COATED CARBON STEELVA AS PER DIN 50018 R{50 ksi MIN.YIELD STRF]1GT1 AND 90 ksi MIN,TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALLJ.COMPLY W/FLORIDA BUILDINGLNG CODE SECTION 2411.3.3.3,4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AI51 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.MET BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARE BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHAFT 18 METAL SUPPLY,INC. 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 AREA 3: W WINDOW BLADE (R ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL KV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S 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 BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPOW18LE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED 131'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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)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(Non High Velocity Hurricane Zone' Itl'll 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. A / �,,•��`� ,.. ..., tiT'' BERTHA HVTM V\T EN F �P' I L E C O N A. S A® Accordion Shutter System No,441 7 RV. MA1DE#1 W/OR W/O H.V.WNDOrW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter_S stems Y CV.N DESCRIPTION GATE DRAWN.IHV: N.P * 6355 NW Association.36R SL.Ste.305.MRGwM GARDENS,FLMDA Sala A930CIOtIOO, Inc. t OLD 17-107 /2/202 GATE 7/2/2020 o' STATE �` �—'0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �'• e-nwI:Ullecocael.com DRAWING No i r�"40RI CA-0006719 West POlrn Beach, FL 33407 3 -// a ',•G WALTER A TILLIT Jr.P.E. 4 20-164 s/ONAL . AAA` EAL/SIGNATURE/DATE FLORIDA Lie.#a4167 5 SHEET 6 1 OF 20 L4.371 RIMM L ® VARIES91 1.491' Max. w 1 2 a.45j'7' P: n .375-r N ! 'COVERED UND S PATENT $ an9 3O_HV UNIVERSAL FLOATER "'� ¢' O ouAu AY 0 o Fo 0'SETARTER R,; QUALIFIED FOR USE W/ HV BLADE 1Q ® CT U j HV BLADE( HV = 6005-TS ALLOY AND TEMPER QUAL1 FOR USE 1Y 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 LADE 1 .3r, � 6063-T6 ALlOY ANO TEMPER ?_226 1_500' 6063-T6 AL PER 1.08 a' ITIP.670' 2226' .994'H184421rjj_j 07.1 ^� 7�HV ADJ. ADAPTER WHIP I 4L -2 .43fi' 0.072' "-"'--'-" 0.072` I125J�� 1.375' 3 z6' � QUALIFIED FOR USE W/ W •920-- BLADE 1 8 HV WALK-OVER TRACK ��gj )- ©HV ADJ FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV U V ENCH T 1 255' 3.750- QUALIFIED FOR USE W/ HV BLADE 1 LIFlED FOR USE W/ ` BLADE 1Q 6063-T6 ALLOY A D TEMPER BLADEQONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER NI VARIES 63- ALLOY AND TEMPER QUALIFIED FOR USE W/ HV •� 1• 1:91q:- m� 1.936' BLADE QI 1.917, Max. d VARIES 1.W6' 6063-T6 ALLOY AND TEMPER o I-.083' �_-063• r oI .01. of .083 :r .-.._.1 ox� .060" ivy OI .12$- ' .060' .i wl .C60, .093' .093'o m 1 I _ .060' „ 61-7� N� mep 670 1.686- $ 0. 670 � 6J\• `oIn 3_5 0• o 3.520' I 3.5229' 2 I 11 HV C I 1�j NV HEADER/SILL _3. QUALIFIED FOR USE W/ HV BLADE 1 ONLY t3 HD CEILING HEADER/�� 0 LIFlED R E W/ R BLADE ONLY, 6063-T6 ALLOY AND TEMPERO QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEADER_/SILL E S LONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 63-T ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. / 6063-T6 ALLOY AND TEMPER 7r M v COMPONENT A B 71 T2 X MN X MN Y MN t L-- 1' 1" .062' < z' 2" 0.125' 1 t Q 2' S•MAX.�-I /8= I/8' -_ 3' 3'�0.090' 1_ j� 18 2- 5-MAX. 192- 0.192- L_X ID QUALIFl HV ALUMINUM ANGLES 19 2.5• 7"MAX. 0.190•- 0.190• CORNER POSTS BLADE 1 QUALIFIED FOR USE W/ HV Q QUALIFIED F0�USE . HV BLADE 1Q 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2" �5'MAX.I 0.139• 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ``\P�,`R1'(�II I4IIIW f1`". 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ��K HH tt�� BERTHA HVTM �.•'''��c�N 1 L E C A,S,S.A. Accordion Shutter System No.441 7 Y H.V. MAM#1 W/OR W/O H.V.WINDOW MADE ='*: •* _ TIWT TESTING & ENGINEERING COMPANY American Shutter S stems LV.N, DESCRIPTION DATE DRAWN BY. N.P STATE 0 6355 N.W.361h.St..SM 305,MRGNA GARDENS,FLOMM 331 Association, Inc. I OLD 17-107 /2/202 DATE- 7/2/2020 •.• ��"W Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 '��ORID �/ a-mai01co619.wm West Palm Beach, FL 33407 3 DRAWING No F' •........ 20-164 °Axs ZONAL 1�2LE���`SEAL/SIGNATURE/DATE WIL°RDA L`.#441 7 a SHEET 6 2 OF 20 4.576' 4,660' _ s929' -- c 74$' 2.293' -- t/4'-20xt' 1//TIMI - DIE CASs 2.29J„ •745 --I� 1- FLAT HEAD INRTADED MOUSING ENRYEL Itl� ��.,�� f1AKE0 PLANTED 0`r�� m ry� IR 1`tltFADED —'-"HIWSNG ENWIL n o L •-1 ; M6.O 'm BAKED PUNTED V 60 p S' I2 ®i' n ml ��KNOB. "� 1 U� nL 1 'o 11.325- y'Y o, I 11 I .318' R -I upgi ~i Lmom CYUM20 -BRASS 4YIMDOR / o B4J N • h KEYS(GNOME (CEOiDYE PIAIm)HV CENTERMATEO � v_ PATE°) QUALIFIED F USE W/ HV BLADE 1 1 ONLY 2 HV FLOATING CENTERMATE�� yy/• `Os j'; 3'S• f ® NV LOCK HV EGRESS LOCK 6063 ALLOY AND TEMP OUA LED FOR USE W/ HV BLADEf1)& 1A ONLY J•D23' e7s" QUA LJFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER Q p,LIFlED FOR USE - HV BLADE 1 ONLY BLADE 10& ®ONLY. so O.D. BLADE 1 & 23CENTERQ �J�10NLY. 2.874• 6063-T6 ALLOY AND TEMPER PLASTIC - .51B' 51 IS' &76' MO �r 4.045' 2 SCREW = 2.079' 1.7$3' _ \ t 0D0-� n60•AFTER RIVETING Os�• 031/4"A-20 x 3/4" BEF E RNETINC S.S. THUMBSCREW -20 I UT* 2 ` �- *SERIES 9444 ALUMINUM(2024-T3 OY)LARGE FLANGE THIN ! -� SHEEP NUTSERT,PART 0 D820.AS FACiUREU En AYI1El PLAN FROM EIl:YAl10N ® V MAL " " LOCK CE TER TE 4.566 CHERRY TEKTORN,PARSIPPENY,NEW'JERSEY 07054 OR EQUAL 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY @ HV FEMALE "T" LOCK CENTERMATE ® Q"T" LOCK UALIFIED RUSE W/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-Ts ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1lONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE W/HV BLADE Ol ONLY. DE 1O ONLY. 1.917 1.91� . 3-161 m 0 _ s D 063" �< .063 .062' :4aT,2 1.0� `CYUM TUB NDER OR ^i 214' m I ( KEY 214• CYLINDER }�� .545' J 0.875'Min. m g o cmm. a 1 31 NO LOCKING ROD ®ND CENTERMATE .405 0C .125'Mo.. WJ LOCKING ROD a _ QUALIFIED FOR USE W/ HV BLADE)& A QUALIFIED FOR USE W/ HV BLADE(J& HD CENTERMATE'S INSERT I -� 6063-T6 ALLOY AND TEMPER 804' (� 12'MIN. 6063-T6 ALLOY AND TEMPER o m I r —. QUALIFIED FOR USE W/ HV BLADE 1O& 1� t/4'm-zD ss. s'°-t6 t.t 30' 6063-T6 ALLOY AND TEMPER ALL7� �W'. THUMBTURN (SEE DEFALLS) t1/2" _ r� DQ — OR KE 15' 1.57 Min. ENDER - _ *�--- 1.78•Mac ® LOCKING ROD Z 1/4'P ® HD LOCK UALIFIED FOR USE W/ HV BLADE 01 L� J L.375'0 " 4 ,� 6063-T6 ALLOY AND TEMPER V � 3/8"0-16 ACETAL HV 1/4 0-20 AISI 304 BY REGENT 14ARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. pD/I TALLATION WILL REQUIRE A 7/16` OLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& QA D ILLE T TRACKS FOR PROPER EMBED ENT QUALIFIED FOR USE W HV SLADE(1) QUALIFIED FOR USE W/ HV BLADE U FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ALE 02020 TLTECO,INC. C0 2020 EASTERN METAL SUPPLY, INC. -"N I� .... � '�T ' �cEr ; BERTHA HVM A Accordion Shutter System No.'44 67 = �- E C 0 N e, A■ ■ ■ ■ H.V. BLADE#1 w/OR w/o Kv Wrmow eLaoE American Shutter S stems z TILLIT TESTING & ENGINEERING COMPANY y tv.N DESCRIPTION DATE DRAWN BY: MP s 9., STATE I F W120 6355 N.W.361R SL,St..305,VRGINIA GARDENS FLORIDA 3318 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 p�. F�DRI P Phone:(305)871-1530.Fox (305)871-1531 4268 Westroods Drive 2 DRAWING No 'q��`'•• '� `� West Palm Beach, FL 33407 3 SI�NAI� GA`r, WALTERA �1J,P.E.67 0 SHEET20-�64 1� SEAL/SIGNATURE/DATE 6 3 OF 20 r SHUTTER ASSEMBLY SCHEDULE FOR Imo_— 3/6 i 2 MW. `E CE iD HV BLADE1 HV 41 40 3 � I I T!. EDGE O BLADE TOP 11AA .1875'� s2s' ® HV BLADE 1A / -( HY WINDOW BLADE .0625' .0625 .0625' .,, SEGTwn x-z I BLADE'S-•- } .1875' Y ® HV LONG RECESSED NYLON BUSHING 1' I I z ij n KNUCKLE °oPENW 3 .0625 I O a __ (TYP) / 0.0625' 3 ® HV SHORT RECESSED NYLON BUSHING a I FLAT PORTION R1.750/, ® HV NYLON HAT WASHER (DOR y?SD• ® HV WHEEL CARRIAGE AISI 302-303 SERIES a i / X® ' / 0.870"K3/16" THICK NYLON WHEEL. 2 7/8'MIN. H WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS -I niL1431s"m sEa'Ar T,oNI \ 03.0 BELV/EEN --I .0625'J4,0625- '93.7500' +5 J 4® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * I EXTERIOR*1 7� o o'""a i /� ON C N 4" ++ DN -Y HV 2 3/4" ACCORDION PIN W/ JJ8 HEAD * 41_�" o ' 'i I - -" 2 1/4' '"MOpo�'4TIO4 ® �� B " TYPICAL HV WINDOW BLADE ILIA AND POLYCARBONATE IMPACT RESISTANT HV WINDOW I I r;I 1; I T s =; POLYCARBONATE HV WINDOW DETAIL (DOR ® /® or @ 1. N.T.S. I EU NOTE R E. kEEOES) i (DOR *POLYCARBONATE IMPACT RESISTANT HV WINDOW CT I I ` _ BAYER MAKROLON 3103 POLYCARBONATE I2'n+IN.cUEA ICE RESINS, UV—STABILIZED GRADE OR SABIC BY 1V S E y To BLADE e TT M INNOVATIVE PLASTIC LEXAN 103 RESIN 1)HIV1 I OFF i I Q OR (SEE NOTE "I"' ON SHEET 19). II � I i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR j �� 1 POLYCARBONATE SOURCES FOR ® EXTERIOR APPLICUILE HV BLADE. TYPICAL SHUTTER ASSEMBLY I PROPMa �s f6 7 a'7'' i1HV PIN 42 OR�43 AT REFERENCE (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM V// HV tO 00.324' (SEE NOTE * FOR \ sEunG ouw AS TM msz D.oa oA�m aDaS mp BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 REQUIREMENTS) k WtISU" ' n'P°&11— ® I TEN52E YDID sTRENGf 1 ASM U639 9.YN Pal 9 500 Da.1. FLEXURAL 3 ENGIH a YIELD ASTY D790 12.500 Pal 13.a00 pa i. (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® FLE1 M uOdILLS AM D790 3E0.000 peL 3a.ODO P<J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. �`p", 9 I 'Ii SHEET 0 i I i TIRO CHCD 2� Y � Aslu 0256 a Fr-w/x 17 F1-mAn WHEEL CARRIAGE DETAIL �WOxE 00.511'F ASIM 02au 47.2 R 6a.5%.. -N.T.S. ASSEMBLY LAYOUT RATE OF BURN114 ASfN DO'5 C-I CLASS D-1 Duns 'ELF I"CIl ASTD Man III.S 9a0'r G ASM G/65 TENSILE STRENGTH A-IER NEATHERWC ASTN 63B 9302 Ds;. BasO psi. (1) HV BLADE SOLID & QA HV WINDOW BLADE DETAILS MME S1REss BEFORE WFA HEMNO AST11635 fi461".T. Mao Pa.;. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, II III- 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S■A. Accordion Shutter System F — KV. MAX#1 W/OR W/O H.V.WINDOW BLADE . N0.44 6. -- TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 3EY.K. DESCRIPTION DATE DRAWN BY; M.P * Association, Inc. 1 OLD 17-107 7/2/202C DATE. 7/2/2020 ILM N.W.3Eln SL.sta 305.NROMN GNNa6,FLAWOA 331614268 Westroads Drive z STATE j Phone:(305)871-1530.Fm:(J05)871-1531 DRAWING No F e-mat:tilt...C..L.pm West Palm Beach, FL 33407 3 i��,•, F� CA-0006719 4 20-164 FLOOIRDA Uc.#LLIT 441 P.E. 5 SHEET AAAS�AL/SIGNATURE/DATE B 4 OF 20 /1111111 ®•�a 1 '� ©�4 a A B C G C 3•3 Y N 6 T 0 �^+� p� *NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATOR{COMMON/1: ONE HV LOCK�a or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 11 OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS T ANY 71 ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO"`�OR VI I hnl CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 0"®q TYPICAL SHUTTER ELEVATION. 16 p.1 v '- 5 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES v OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. /^ LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. oqs-�xve H _ V 3. (2 IS USED WATWO N.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 2,4-9-R96 oR i�0 oN®� /��y_-4'" BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANGE. LOCKING RODS�OR AN ALTERNAWE DEVICE v J J MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �pC+�r�II v 4.MANDATORY CONINTION 12: ONE HV LOCK 0 (a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN II o o----I AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ' ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. ffi: 5M OR 22:ONE ALTERNATE HV LOCK Q6 MAY BE USED IN LIEU OF HV LOCK U or qq FOR ANY SPAN AND OlSSJ � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ^ xQ�-1�m� YII33 1lpp_ _ OF 1/4'0-2Dx3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. W 1 r7 S9 6 � RNNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO t V >;�ygN3 & LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION f3 FOR KEYSTONE YOUNTINO INS ALATIONS: ONE HV LOCK(a or®or®SHALL BE 1 I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I I I I TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR Ikk 4V OUTSIDE LOCK,ATTACHED TO®or '@ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FAT HEAD S.S.SEE END J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(5 W/ _ CONNECTION i I y5' OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 1 SHEETS 10 ItK L Y 1 P 0 ■ V w x & HEIGHT P. FULL 11 S'' OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: — -UIWRFD MBM— CENTERA(ATE 1• SECOND ALTERNATE TO MANDATORY CONDITION il VALID ONLY FOR HV*T'LOCK(8b-00 CU[l0M=4D AND ONE ALTERNATE HV'T'LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Q oR�o+©+Oca 8QDx 10 aOm7 II I STALLAl10N AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES q AND®W/ 1/4'0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM 15 MANDATORY. ©•®«0 ©�1 e•©5�*��® *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK(x1 W(HD CEKTERYA c(s) OR W W/4i : ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS(?�OR(2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK©MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. ,.```' ��(�Ii1 BERTHA HVTM � A S Accordion Shutter System _ I L E C ® �N . _ ■ . H.V. RA OW DE#1 W/OR W/O H.V.WIND BLADE = No.441 - American .Shutter Systems EV.No DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY ,Y Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/z/zozo a � V"N.N.36N.SL,Sta.JOS.NRGINY GARDENS.FlDRIOA S318 cz68 Westroods Drive z "a'' STATE 0 = Ph—:(305)871-1530.Fox:(305)871-1531 DRAWING No �90•, RI o-maa:Ute..0.0.— West Palm Beach, FL 33407 3 ,��—�o D 9 CA-0005719 4 FIS ''•.•••• '•� ���� WALTER A TILLIT Jr.P.E. ��''���s/NNAL •o` EAL/SIGNATURE/DATE n-aR10A u`'#44167 5 SHEET 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE- SHEET 13) REQUIRED 1/4'0-20x3/4"S.5• REWIRED REQUIRED I CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHOR fDR ,/ -� (SEE SCHEDULE ON W/ 1/4'-20 y X10 17 18 S�A(E7'yTONE(SEE uOUNeNG®ON SKEET 7) / T/ SHEET 13) NUTS 0 1Y O.C. / l (SEE SCHEDULE ON EET 13) / / 1' I. 1�Dq 4 / rMih. 1/4"0-20x3/4"S.S. MfnEQ EO �—MACHINE SCREWS / �EO {D�— — USING 1/4'-20 NUTS 19 ` E.D.* / _i.250'Max. r _13 OR 15 / �yy_/__ IQI 3oR 15 */T/ /< I 250' E.0/ .250'M°x. Max. \_-OPTIONAL ' ma T� ON SHEET I- 1 FOR RACE 1. ID �1 11 OR W ' MIN. SEPARATION TO GLASS 1 EXISTING 9EFT is FORIII ', J ® i (� Ii —O EXISTING (SEE SCHEDULE ON SHEET mkQT� t I MIN.SEPARATION TO GLASS I i I 1 CLASS I MSEE SCHEDULE ON SHEET 11) EXISTING GLASS— I I ©HV WALL HEADER INSTALLATION �A EADERAT LA O © HIV WALL-HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO CUSS CLASS-1 —Y i i -(SEE SCHEDULE ON SHEET 11) 0 TO �(EE I I �OR ® i MIN. SEPARATION TO GLASS 'I I I 1 EXISTING GLASS 11 BLADE mA,✓o—' I,I r11 (SEE SCHEDULE ON SHEET 11)— 9CET te I EXcISL'TAI/NsG me� / OPTIONAL / j � j / /Eai.•/ I �� i i 1/a. it OPTIONAL i II i�i 1/4'MOx. L/�� 1f ` 13 OR OS x. E. D.. / j/ / ii ii D-/ID/L7 ' ii ,I ` O- C / / -UO2 oR 14 ' -- - _1/4'm-20x3/4•S.S. / MID. - i ED E0 PH1WP5 TRUSS HEAD / 1/4'0-20x3/4'S.S.PWILIPS TRUSS HEAD MACHINE SCREWS L / / -- 1 B ) I�HI20 NUTS 0 12"O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS a 12'O.C. -CONCRETE ANCHORS POURED CONCRETE ANCHORS (SEE SCHEDULE ON SH 13) 1 Min. OR CONCRETEBLOCK SHEET 13) OR CONCRETE BLOCK REQUIRED WALL REQUIRED '_CONCRETE ANCHORS Op g O (SEE SC14)HEDULE ON POURED CONCRETE SHEET F)HV WALL SILL INSTALLATION _F 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.0.:EDGE DISTANCE ASSEMBLY ♦ SEE IlMfrATI0N5 OF USE FOR H BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE®ON SHEET 19 IN ANY WAY TO SUTr ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 02020 EASTERN METAL SUPPLY,INC. ®2020 TILTECO,INC. BERTHA HVTM \\CEN '':%% A IL E C O imc. S.A. Accordion Shutter System � No.441 7 � �-- H.v. BADE{�1 w/OR w/o H.v.WINDOW MADE *; TILLIT TESTING & ENGINEERING COMPANY American Shutter S stems Y CV.N DESCRIPTION DATE DRAWN BY: MP $ 8]53 Association. Inc. 1 OLD 17-107 /z/zo r.�w Ki N.W.dEN.St.Ste.]W.WRGMN GARDENS.FUNaDA 3]I8 DATE: �/2/2020 STATE 0 , Phone:(3D5 871-1530.Fax:(305)571-1531 4268 Westroads Drive 2 �'•. a_ DRAWING No O�•, F(OflID "aI�aloago18L`°" West Palm Beach, FL 33407 3 '///`-y[i••......, '� �1�` WALTER A.T1LLR Jr.P.E. 4 �O �� Affffpr�ONAL ��`�`�SEAL/SIGNATURE/DATE FL°RID°ua.g 44,s7 6 SHEET OF 20 POURED CONCRETE ANCHORS wE stFXPAt1v+ I 1 I I �-'-- r y CONCRETE- 71(SEE SCIIEDULE ON SHEET 13) ro OAss(SEE ,I I 1 OR IXISTING i 1 I 1nHiSEP I O REOUIF D so.ON san � �I irl' EDGE OF TM 11 FOR BADE DMC GLASS-1 I(SEE SCHEDULE ON-r SLAB IF i 0'1'"a,t9 Pot i 1 M'N SEPAMn°N 3 SHEET 11) APPLICABLE EXISTING f� CH © 1 i rlp�j gr 11j t� •I r O ALTERNATE li i i i1 i II { Ii i EXLSIING� i i�. ANCHOR 1 1 I I / ) LOCAT,ON GLASS I r '1 ®tOx3/4'HEX WASHER HEAD i i i 1 I I li} i� 11 m+ 13 oa15 c 3/e MP. TEK SCREWS 0 12'O.C. c f f /// I J H EDGE OF 7/8 Mr1m / CONCRETE ANCHORS ✓// 8 I I (SEE SCHEDULE ON SHEET 13) / E EO / I j// APP CABLE Exlsnnc III I i/ /I' /' /;' / / / // —C OF GLA55—� I I II EDGE OF--1 j , f� ^n/// /�, j/I / SLAB 1 I 1 SLAB IF I , 2-_ a�1�'i f/; /f SLAB ABLE uN SmMA1101 1 I APPLICABLE -�.-E.4. ' o/ % / --SI�A.B IF / / APPLICABLE - - POURED-/ SCHEDULE 0. , // POURED �.E D CONCRETE FLAT HEAD CONCRETE ANCHORS I I, ur FSAOE dam �♦ POURED)/' / f/ f /� / /��' REQUIRED D REQUIRED (SEC SCHEDULE ON SHEET 14) FAR 1 OR w 9+EII ETE t9 CONCRETE FLAT HEAD CONCRETE ANCHORS REWIRED -C D.• I-D.*� (SEE SCHEDULE ON SHEEP la) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF AS.D. HV FLOOR INSTALLATION t THY WALK-OVER INSTALLATION DESIGN PRESSURE RATING Sc FOR SPANS PER CC[) HV CEILING INSTALLATION CHEDULE J3, SH EX G S �AOMx:R I I CONCRETE ANCHORS 1 -IS c�iAs 10s " T - �_ ro cws i ` I _� 1 (SEE SCHEDULE ON 1----- ON�III a saaE,ij 1 i i S I v I SHEET 15) `— 1/4-e t�TSPCON W I O IXCU55 ,I •ISTINGi•_ E)OWSRIA S-,Mw.SIDAGICN ro t,Ass , IXGLASS--I-- - 1` —I rATECHN.O Ta OR /4-0 POAUIS W I 1/4' \_ -ir-SGIFWIL Y SHQT tt1 I J YN.:2PA9MIDN m fATaS I 1 3/1-NI F fAHf O 8/' MAX' 1 D i1 i i1 (i i (S¢SO+WUIE Wl 6M1,11) I I 1 O.C.FOR UP T e'-O•SPAN/ I I 4.0.r.FOR SD LARGER THAN ,I I ir1 I 1 / I 1/4• I r{, I 1 e'-O-UP TO 8' •EWC APPLY I / / SFHANT AT EVERY ER HFAD SEE N S I I OtP.)( NOTE FOR SHEET 11 I 1/2" 0.4 �10x3/4 HEX �*. FOR u nw5)' 3 8 i 13 OR 15 // EcA" / __ V7 x I O i t AS HER HEAD TEK SCREWS Cotrf.SFAIAHr "'--I� A �• I--� /1 3lB'; �® 12.O.C. / I 8 , / 1 114x3/4' HEX HEAD I' / / TEK SCRETVS C 9'O.C. ; 1 -^-- ^� 'V III.1 B-_f 1 I I I /j OR 1 4'0-20 S.S. M.S. CONCRETE ANCHORS ^ 3/ '14x3/4'S.D.S. 1/ i I�� i I 1/4' 4i \-�/4�1/te 20�M1'U75 SEC SCHEDULE ON 1 4 \``--�� ®9' us O.C. I( I / W/NIJT O 9'O.C. ( 1 % Mox. i:l: ` j a 12.O.C. I SHEET 14) T' f _I ` 17 aN 18 I . MTING NON STRUCTURAL 1/2' 1' 17 18 < L•. 2.00'MIN.L'.; WALL TRIM(OECOMTDE / SLAB �OF / \ • ? \ ..1:.. E.D. srti) / "L/ / �. 14x3 4'F.H.S.D.S. _ / / � � I MIN:�=� / 1 7/B'y J, 7/8' /' / ApPUCA6LE / POURED Cw+CREtE CONCRETE ANCHORS \ ®9'O'C' n11J/r -SEE NOTE 13(b) REQUIRED .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 `SEE NOTE 13(b) /// £D. / OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 1—L REQUIRED OR CONCRETE BLOCK V. OPTIONAL POURED / REQUIRED KEYSTONE MOUNTING INSTALLATION CONCRETE) ® HV WALL FLOOR INSTALLATION O HV WALL WALK-OVER INSTALLATION MA UM A.S.D.DESIGN PRESSURE:+64,-72 PAF REQUIRED MAXIMUM SHUTTER SPAN 8•-0- Q I- RAINGUARD INSTALLATION t Nam: NOTE_FOR COMBINATION OF SECTIONS: BE * E-D. - EDGE DISTANCE t REMOVABLE WHEN PERFO THS INSTALLATION LRMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRAN A I ADJACENT N OPERABLE EXIT BE ASSEMBLY PE DE NIAAONN SHEET UI9 FOR OF INSTALLATION DETAILS W/ T HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. RDRIDA BUILDING CODE(Non High Velocity Hurricane Zone• 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM F ' IL E C O iNc. A■S■S■A■ Accordion Shutter System No.44 67 = KV. MADE#1 W/OR W/0 KV.MWIN BLADE ezo TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: M.P "a• STATE F e335 H.W.3e1n.s<.,Me.sD3,w+ewu GARDENS,FLOPoDA 3318 Association, Inc. i OLD 17-107 /2/202 DATE: 7/2/26211 Pb°"°:(30 DRAWING No %Oc' FCpRI a��.� °-ROGADoe s'CO" West Palm Beach, FL 33407 3 lk��'ss...NAL.N `EAL/SIGNATURE/DATE W o�u e 44,P.L. 5 SHEET 64 D 7 OF 20 SEE END WALL CON ECTION DETAILS ON SHEETS 10 & IS IN `f INSTALLATIONS W/ 1 HV �AL�ON LOCKING R0D5 N S ET 5. ®o,o OUT g0• EXISTING G1J55 **BLADE SLACK AND ALTERNATE TAIL"IF LOCK IS ON SHEEP J. BLADE W HV CENTERMATES ENTER..APPLCADON WITH BLADEo 13 OR SEE END WALL CONNECTION 10•©5 ©•©DRQ.©OR dE EXISTING GLASS DETAILS ON SHEETS 10 f 18 ----- ----------------- ———————— ----------T- 2•a2'R1/610'-2 I ©.®°R Q.©m�.O ' 3 1/4° 7" 6 1/2 7° —_ (s°G3 T6"t°»ALUM. OPPOSING ANCLE w/(z) 1/4-0 rAPcon 1/z• DR®+® SYMMETRYCAL ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MiN. sEPARATION (TOP/BorTOM)x #1m3/4 s.Ms.® 1z' (4)810x1/2"S.M.S.TO TUBE o.c.PULL LQJGHi. W/ HV LOCK 4 or W/ HV LOCK or TO GLASS I AT EACH ANGLE(hP) I �* � (SEE SCHEDULE (3 I V ON SHEEP t 1) ' I I - ---------- - -- ------� --- /- -- ------- --- --- ------j--- =----- 'W - VKa ® HVB OUT ® � 2�* HVC 1�•�w©'©�©•�� HVA ©GR®°P©'Oan®Q1D •13011 -POURED CONCRETE OR EXISTING CLASS CONCRETE BLOCK WALL ) REOUJ'. EXISTINGC 8w 1 + $w $ • 7 mi \\ C---.— ------------- ---- �-- ® O Q Q Q R SYMMETRICAL Q'© � Q+®� Q 8 _ s• 3 1 s+ 5 J'`cis CENTERMATES* I N ©,®� t®,RO, MIN TO CLASS ON 5 m W/ HV LOCK F261 / —OPTIONAL (SEE SCHEDULE (INTERIOR) ®+©-(R+©a+19'f5) ON SHEET 11) / ,I MIN. SEPARATION ©• TO GLASS (SEE SCHEDULE 1 I N OPTIONAL ON SHEET 11). (INTERIOR) _—_—_ _ ------- — 1 OUT _ �� /RETE /r 16"O.C. --- ---- - ®� * T 3 VARIES >v Aso * )gr> ® OUT 90 IL 1 6 1/2°MAX.SLACK OUT 3 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM F Accordion Shutter System No.44 67 = L E C ■c' ■ ■ ■ ■ KV.81.ADE#1 W/OR W/O KV.WINDDW BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Sy StemS EV.N DESCRIPTION DATE DRAWN BY: MP Association OLD t7-tD7 /z/2o2 S-10 STATE F 6355 N.W.36th.SL.SW.305,VIRONIA GARDENS.MORIDA 3316 . Inc.InC. DATE 7/2/2o2O Phone:(305)671-1530.Fax:(305)671-153t 4265 Westroads Drive 2 DRAWING No O'•. F P —" 00066ael.com West Palm Beach, FL 33407 3 2�-�64 �ORI cA-o0067t6 a •,,��SS��NA WFFLLORIDA L A.i a 44167E 5 SHEET ���1111111LL J1ZlEA. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 V MALE/FEMALE "TIM LOCKS CENTERMATES 8 9 & LOCKERS at W/_(1� HV BLADE * c SEE END CONNECTION DETAIL ON c_HEM 10 r 19 �},/ INSTALLATION C1� HV BLADE OUT ffi f IN i� �gDE0SACN DUAL xri,INDICATED ON SHEET B. W, HD CENTERMATES AS WELL AS UNIVERSAL FLOATING RUDE®DETAIL HDD-HVD I ®p©•Oa BO.IO•Igoe INDK'ATED ON THIS SHEET,MAY BE USED WITH THIS ALTERNATE, L 10•�®A©' ®'©a INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEEEND ON WALL CONNECTION— DETAILS 0 ETS �� ©•®a© ®Ap•©a sOs>-Ts Aum)auw. ANcaE(w/Ixm)s,�eb TArcal I s/e- °'I •® 35 s I * 35 ANQI Ca+rJTErt (Q/10a1/x•S�.ILSOTTOM)a,E I SJIS.01T------------------ '----- (OPTIONAL) (OPnDNpU- --- __________________-4_____-_____�--_- _______ pp AT D1CN M'GIE.RYP) I / C.FULL LENCHT. * I N ()H.V. I N (1)H.V. ) 3 I urosE-IIox 5 / 1 30 HV T" Pe1S(Tw.) PINS / / 3 LOCK (INSIDE) >>te• -- ----7 3/v its s SHEETON �sro ,,p• e/a 5 O�\ 28 29 �V `� (D---� \F0 Ne o—u 31 OR 32 3*. 31 oR 32 31 OR� 35 s 31 oR 32 *SEE NOTE B FOR HV M@ 2 --1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 (Opn�) W/ 7/8"d x 3/32" WINGNUT. (ornoNALI HDB—HVB BUT HDC—HVC r Loa,ON sT EET s. ©OxHV "T" LOCK (OUTSIDE)J SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ .B! LOCK (EXTERIOR) W/ Q1 LOCK (INTERIORI '['SERIES eue ALUMINUM HVG* (2026-T3 ALLOY)LARGE RANGE THIN ®aO O O O 6 7 d 8 a 10• 3 a A MANUFACTURED PANE/DEL /- ®�©•@_&@ AS MANUFACTURED MY MODEL JERSEY ` 1©•O•®OR©'O7 •®w 07054 O PEQUAL ENY,NEW JET6EY 07031 OR EQUAL 8•®"O9•®wl®•�S a�+® V -1O *SEE NOTES ON LOOKING ROD"®a ND®LOPS ON SHEEP 3 UINFISaL RLATHC WMEQ OEfaE NOD-HW 6 VALID FOR ALL(FNTF11W1E5 APPLK I S wllll® EZ! O HDD—HVDR� FLOATING STACK FLONDA BUILDING CODE(Non High Velocity Hurricane Zone 11111111U +,�,,�� 02020 IILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ; BERTHA HVTM g��P'��CENS '' �'�� IL E C O ���. ■S®S■A■ Accordion Shutter System No.441 7 _ Kv. MADE 1 w/OR w/o H.V.WINDOA BtAOE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATE DRAWN BY: M.P &US N.W.3Gm.St..Ste.305,VIRMMA MOONS.FLORIDA 3316 Association, Inc. , OLD 17-107 /2/202 OATL' 7/2/2020 's o'•. STATE / Phone:(3O5)e71-1530.Fax:(305)871-1531 4268 Westroads Drive x DRAWING No �O'.,AtoRI '��� .-.on:Me.COOL— West Palm Beach, FL 33407 3 CA-D00B719 20— 64 E WALTER A TILLO Jr.P.E. SEAL/SIGNATURE/DATE FLORIDA u`y"1B7 5 SHEET 6 9 OF 20 RED ETE RED ETE CON POURED CONCRETE 6 OCK WALL �CO BETE _ ORUCONCRETER _— _ ORUCONCRETER REQUIRED —POURED/, BLOCK WALL REQUIRED �I-- BLOCK WALL REQUIRED — BLOCK WALL REQUIRED EXISTING GLASS I(� / CONCRETE ANCHOR/ [,7 _ _ EXISTING CLASS ' \> / /--Z7 EXISTING GLASS / f //// r ` / _ _ / 2' MIN. EXISTING GLASS ® 16'O.C. _S r r r LAN.SEPARATION !' -S / �-2"MIN. TO GLASS(SEE �/ T -� ! 1 it . 'I( MIR SEPARATION / // )An3 SEPARATION MIN.SEPARATION Sl5imllLE ON 51;<Ef I 1 EQ TO GLASS(SEE / r / 11 FOR BLADE(DMID O(SEE TO GLASS SEE SCF✓mULE ON SHEET 1f16'x3'MAX. CN SHEEf 19 FOR r/ RED + FOR BU10'd®AND (606 -T6)CONT. BLADES a)&0 19 FOR 1 BLADE o(LOCATE AT� ON SHEET 19 FOR ALUM. CLOSER 1/2' ON SHE7:T 19EITHER SIDE�7 B�(D&® PLATE (LOCATE 1/2� &� � BIADl3 mkOF0) V ATEITHERSIDE MIN.1/2'MIN. OF& l II 4-USE 1'OR 2'MAX. EWx1/2-S.M.S. / I ___ (AS APPLICABLE)x2"xl/B'x0'-29)lOx®?6SO.CM.S_ ___ ® 16'O.C. (/ l / ALUMINUM CUP ANGLE4 J (0063-T6 ALLOY)AT MIOHEIGHTjL}�1)/4-0 fY S.M.S.TOOF&/ 2)1/4'0 TAPCONS ANCHORSTOSEE DETAIL FO ALL AT 1 O.C. (LOCATE AT;(Ib)OR ®• SEE DETAIL X FOR DR SIDE CONNE ON ITHER SIDE OF®) OR(�� • TO TRA KSSIDE CONNECTION `' w®v©•O7 mSEE DETAIL X FOR © 7OmQw©v®v 6•(2 v 8• IO•®v TO TRACKS s7,_ SIDE CONNECTION®•®v® 1D•®a'® � TO TRACKS © 9.©aEND CONNECTION DETAIL END CONNECTI0®D®T® 20 E 0 END CONNECTION DETAIL ♦REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' FACCINCRE7E'��' CONCRETEPOURED °BOCK WALL EXISTING CR fDLISTING GLASS REQUIRED >� CLSSL ——___—_ _ _ _ iTAN.SEPARATIOi 8�0 1/2-S.M. \TO GlAS(4F i ® 16' :C. LAIN.SPARAMON D — ____� r_______ 1O & OSCHfDIAE aT 511EET / In GLASS(SEE ` ------- 6OR 8 R OR I1 FOR BIAOEIDAND CONCRETE 1/2'MIN. SE E S ----------CN SY0E7 19 FOR ANCHOR® 11 FOR BLADEQAND T OR OR) OR) .\ / BLl+DES�& 12'O.C. /`C1-L�y� ON SHEET 19 FOR ANCHOR .\/ / EO ` 5 BLADES 0&0 -----L. OR(p O.C. —A _- 1/2'MIN_—_ / 1 2'IAIPI. / I EO <' - ©OR®OROOR / 2'MIN. / MIN. I ♦ SEE LIM ARONS OF USE FOR VIEW Y A / / BLADE IA ON SHEET 19 @ORQOR(9OR(5OR� _ // 1 OR ®' PLAN 10/OR DETAIL X L POURED CONCRETE OR ® ®w©•pmp ®w ® ®m©'�'© '°'®w CONCRETE BLOCK WALL END INSTALLATION ' ,Dw®m©.®m®.©m � �Ov©w0 O®w 1 HV BLADE OR I HV WINDOW BLADE INTO REQUIRED ©•Q7 '©°'©•Q7'®" ®,®v®,®GAO,®v c ® ®m© •®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O ®m0 ®� ®mom®AND CONNECTION DETAIL© ® ®m®•®� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane; Oil�,r,11t�i� ®2020 RUECO,INC. 02020 EASTERN METAL SUPPLY, INC. ���s�P��'��cE •CFCT�� BERTHA HVTM �■�■�■�■ IL EC O �N�. Accordion Shutter System No.44 6' H.V. BADE#1 W/OR W/O KV.WINDOW BLADE *; * j` 20�L77 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NaDESCRIPTION DATE DRAWN BY: M.P 'd STATE F 6355 N.W.36m.St,Ste.305,WGINA GARDENS,nARIGA 3316 ASSOCIatIOO� Inc' + OLD 77-107 7/2/202 DATE: 7/2/2020 9'•. Phone:(305)B71-1530.Fax:(3D5)VI-1531 4268 Westroads Drive 2 O.� AtOR1 P '�a� st Palm Beach, FL 33407 3 DRAWING No L� CC•''•..... \ ` e-mail:e—maACA 00057♦191.cam ��''�•`,ss/DNA ��,a�`��? WALE Lie. ::,P.E. 4 20-164 AA++++#Hill{Tl'e`. SEAL/SIGNATURE/DATESHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE a MAXIMUM SHUTTER SPAN' "L+" OR -L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR INSTALLATION ATION EG ND • NOTES: CENTERMATES.® &® or or ( ) R "L-" (ft.) INSTALLATIONS W/ ONE H.V. LOCK ® or ® or or INSTALLATIONS W/ &&p� �a"=' W & W/ ONE HV LOCKS CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or 7 OR W NO LOCKING WALL A, B, C, D, E, M, N, 0, P, Q, ® ® / L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "T" W/ NO LOCKING RODS ® RODS A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) MOUNTING F. K & L R, S, & V. BOTTOM (SEE NOTES t.tt (MUD FOR MOUNTING It (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H, I, 11, J WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR CEILING: _U. CONCRETE&WOOD INSTALLATIONS CONCRETE,1 WOOD CONCRETE MOUNTING & M T. U. W & X / ASA DESIGN , DESGN I T n NS AS.D.DESVI INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RAMO MOUNTING RNING & RATING FTAOR/CEILING MOUNTING (-I.) (P-1) FLOOR/CERING MOUNTING (c•a17 OR GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING. ('OR-) __ _ µ OR-) _ I.OR-T rLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L 4 IN l-(A) L+ (A) l-(R) L i w L-(ft) L+ (A) L-(ti) MAXIMUM SHUTTER SPAN "L+•OR 'L-'FOR 30 OR LE 16'-0- 15'-D" 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-O- 16'-0• INSTALLATIONS INTO WOOD SHALL BE UMM TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10- 14'-10- 15'-2• I6'-0- _ 35 14'-10' 14'-10• 35 15'-2" 16'-10' 105 psf.AS.D.DESIGN PRESSURE RATING. IM.NIL1UL4 DETERMINED SPAN BETWEEN 'L+'AND •L-•. 40 13'-10" 1.3-10- 14'-2-_ 15'-2-_ 40 _13'-10' 13'-10"_ �40 14'-2" 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IN-1- 13'-1- 13'-4• 14'-3- 45 13,-1- 13,-1" _ _ 45 _ 13'-4" 14'-3' t HV CORNER C04TERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5- 12'-8' I -7' 50 12'-S' 12'-5• 50 12'-3- 13'-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-1O'__ 11'-10" 12'-1• 12'-11 55 1V-10" 11'-10" 55 _ 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _ 60 11'-4• 11'-4" 11'-7' 12'-4' 60 _ 11'-4• 11'-4- —60 10'-2- 10-11— NOTE#5, SHEET 5. RATING: 65 10'-10- 10'-10' 11'-i' 11'-11• -- 65 10-10" -10'-10" 65 9'-5" 10'-1" DETERMINE: 70 10'-6" la'-6" 10'-9' 11'-5" 70 10.-6• 10'-6' 70 8'-9" 9-4' LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 -To-1- 10'-1- 10'-4- 11'-l- 75 10'-1- 10'-1' 75 ---v8'--9' - tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+-OR INSTALLATIONS. 80 9'-10' 9'-10' 10'-0' 10'-9' 80 9'-10' W-10• 'L-•AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'-6• 9'-9. 10'-5" 85 9'-6' W-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3- 9'-3- 9'-5- 10'-1' 90 9•-3' 9'-3" SFWl BE IJL4ITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' B'-9' 9'-2' 9'-10' 95 9'-0' 8'-9' LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4' 9'-0' 9'-7' 100 8'-9' 8'-4" LIMITED TO +64,-72 P.S.f. AND 6'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' 9'-4' 105 8'-7- 7'-11' 110 8'-4' T-7' 8'-7' 9'-2' 110 B'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2- 7'-3' B'-4' W-11' 115 8'-2- 7'-3' MINIMUM BETWEEN 'LI+', 'L2+". "LI-'AND "L2-' 120 8'-0• W-11- 8'-2' W-9' 120 8'-0' 6'-11• SEPARATION TO GLASS SCHEDULE _ 125 7'-10" 6'-8' 8'-0' 8'-5' 125 `7'-10' 6'-8" AL W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-B' 6'-5' 7'-10• W-1' SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' PRESSURE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• 7'-9' 7'-9" 135 7'-7' 6'-2• WIND ZONE MINIMUM I SPACING. 140 7'-5• 5--11' 7'-7- 7'-6" 140 7'-5' 5'-11' ASTM E-1996 SEPARATION 145 7'-3- S'-9' 7'-5' 7'-3" 145 7'-3' 5'-9• TO GLASS 150 7-2" 5'-3 7'-4- 7'-0" I50 7'-2- 5'-7- 155 7'-0' 1'-5- 7'-2- s'-9' 155 - 7'-0• 5'-5• 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1' _ 6'-7" 160 6'-11' 5'-2- 165 6'-10" 5--l' 7'-0' 6'-4- 155 6'-10- 5'-1' 170 6'-9" 4'-1 1" 6'-11' 6'-2- 170 6'-9' 4'-11- 175 6'-7- 4'-9' 6'-9" 6'-0- 175 8'-7' 4'-9' ISO 6'-6' 4'-6' 6'-6' 5'-10' 1 B0 6'-- _ 4'-6• 0 H V B LA D E 185 6'-5" 4'-6- 1'-7- 5'-8' 185 6'-5' 4'-6' 190 6'-4- 4'-5' 6'-6' 5'-6' 990 6'-4" 4--5• 195 6'-3' 4'-3' 6'-5- 5'-5' 195 6'-3" 4'-3' 200 6'-2• 4'-2' 6'-4- 5'-3' 200 4'-2" 205 s'-l' 4'-1• 6'-3' S'-1• 20s s'-1" 4'-1- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' K; 11PI ITIli��''/''/ 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY,INC. ({ .. BERTHA H1/TM IL E C O INC. ��S�S,�� Accordion Shutter System N0. 1 - H.V. BLADE#1 W/OR W/O H.V. WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N DESCRIPTION DATE DRAWN EA':McCN. G. 6355 N.W.3610.St.Sta 305.VIRGINIA GNDENS,ILORIDA 3316 Association, Inc. I OLD 17-107 /2/20 DATE: 7/2/2020 —'Od*'- A �FQ Phone (305)871-1530.Fax (305)871-1531 4268 Westroods Drive 2 -9'•. f cv` D e-mRII:Nltecoccol.com West Palm Beach; FL 33407 3 DRAWING No ���,c0DP �� CA-000671920-1C�i7jF .. `�� WALTER A.TRAIT Jr.P.E. 4 164 N .L� 1/SIGNATURE/DATE FLORIDA Uc.B 44167 5 SHE OF 20 MAXIMUM ANCHORS G D E FOR a GIVEN MAX, SIA ITEER SPAN acD DESIGN NEGATIVE PRESSURE SNADlA SORRESPONDIh MOUNTING TYPE FOR CONCREIE OR CONCRETEI LA ANCHORS SPACING FEND POURED CONCRETE SEE u0uNllNcs A e,c,D KID oN sNEEr 6 POURED CONCRETE CONCRETE BLOCK TAPCON OR MA10MU WWALL HEADER MOUNTING A WALL HFAD 4MOUNTING ALL HEADER MOUNTING D WALL SILL MOUNTING D WALL 541 UNITING C& WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/ 4 MOUNTING THREADFORM TECHNOLOGY (R) ASS DEMN SM41 E WSSS""E R,ODIG ,1S0.DE9GN N. --PI6S5111S PA,C/G q A.S.D.DES=NE_ PRF35 M RATw'(qI AS.D.DPS1?1 N[DM PRESSlM--1BIC DO ASA DmW7 NDWK PEE RATING(psf A.S.D.OE9a1 f70"JfOVE FRES=NA1pTi ALL POINTS SOLID-SET 30l w 80 J 75 BO 120I160 205 30 40 60 75 90 120 16D 205 30 TOM 75 901120 160 205 SO 40 60 75 90 20 160 205 JD 40 60 75 90 120 160 20S 30 140 80 75 80 120 160 ZOS BLUE TAP 14a12T!._ 9 8 B 6 5 14 12 10 9 6 B 6 6 14 12 10 9 8 6 6 14 12 10 8 8 8 6 - 14 12 10 9 B 8 6 S5 B 6 B 8 B B 5.5 3•-0� 1{ 9 B 8 6 6 )4 12 10 9 8 B 6 8 14 12 ,0 9 B e 6 6 14 12 10 D 8 8' B 0 14 12 10 B B 8 6 8 0 8 8 e B_ B e 8 TAPPER+ OR lES$14 6 6 e 6 5 /412109 8 B 6 614 12 10 9 B B 8 5 14 12 10 B e 6 6 3 14 12 ,0 D B e e 8 8 8 8 B 8 B 8 831{ 9 8 8 8 6 14 12 10 8 8 8 6 8 1{ 13 f0 B 8 8 8 8 14 12 10 9 8 8 B - 14 12 10 B e 8 6 6 B 8 8 B B 8 e 7 14 12 10 9 e 8 fi 4 74 12 10 9 e B 6 8 t4 12 f0 9 8 0 8 8 14 12 10 9 8 7 - 1{ 12 10 B 8 7 53 - 8 B 8 e 8 7 a 4 4�-O� 14 12 10 9 8 8 6 { 14 12 10 6 e B 8 6 14 12 10 B B 8 8 6 14 ,2 10 8 B 8 5�5 - 14 12 10 8 8 B B 6 8 8 B B e B e e 14 12 10 8 8 8 43 - 1{ 12 10 D 8 0 8 1 14 12 ,0 9 B 8 6 6 1� 12 10 B B 8 - 14 12 10 8 B B 6 8 B 8 8 8 B B.S 4 14 12 10 B B B 6 4 1{ 12 10 9 e 8 6 8 14 72 10 9 8 8 8 8 14 12 10 B 8 8 - - 14 12 10 B B B B B 8 e l 8 8 8 7 5.5 d14 :�-1�2 12�11 8 4S - 14 12 10 9 8 8 6 3.5 ,4 72 ,0 9 B B 6 6 t4 12 f0 D 75 - - - 14 12 10 B 7.5 9S - - e 8 8 B 7S S5 4 3 e 43 - 14 12 f0 9 8 8 8 J,5 14 12 10 9 B 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - e B B 8 e 8 8 e SEE ANCHOR -0. 5S - - 1{ 13 10 6 8 8 ,.5 - 14 12 10 9 B e 6 5 /4 72 10 9 B 3 - - 14 12 10 9 6 7 - - 8 8 B 87SPECIFlCATIONS 13 0 4 - /, 12 10 9 8 B e SS 14 72 10 9 B 8 8 6 14 12 10 9 8 - - - 16 12 10 9 B 7S - - e a e a e 7.s s.s 4 ON SHEET 13 14 12 10 8 B $S 3 - 14 12 10 8_ B B 4.5 - 14 12 10 9 8 8 6 6 14 12 9S 7S 4 14 12 83 7.5 ES JS - 6 8 8 7S 8.5 4.5 J.5 6,-0• 14 12 10 9 B 55 - - 14 12 tO D e 8 IS - 14 12 IO B 8 B 8 6 14 12 10 9 8 4 1{ 12 10 9 8 B 4 B 8 e e 8 B B 75 14 12 10 B 8 3 - - 11 13 10 9 8 B - - 1/ 12 10 9 B 8 S5 3S 14 12 10 8 4.5 - _ - 14 12 10 9 75 4 _ B 8 8 B 7.5 5S 4 J 14 13 10 B 8 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 B 8 6 SS 14 12 10 9 5 - 14 12 10 B B 4S - 8 8 8 B 8 8 4.5 - 1♦ 12 f0 D B 4 - - 11 12 11 9 8 8.5 S - 14 12 10 9 e 8 8 - 14 12 12 8 B.5 SS - _ B B B 6.3 9.5 4 S 7,-0• 14 12 10 9 8 4 - - 14 12 i0 9 6 8.9 J - 14 12 10 8 8 0 6 14 72 10 9 8 - - 14 12 10 9 8 14 12 10 9 4.5 - - 14 12 10 6 6 4 - 14 12 10 B 8 7 - 1{ 12 10 55 - 14 12 10 8 BS B B 8 B &5 5 35 - 14 13 10 9 7.S 75 - - 14 12 10 9 8 6 - - 14 12 10 9 B B 8 - 14 12 1D 8 _ - - 14 12 10 8.5 7 _-- B 8 g B 7 B 4 U 12 10 9 5.5 J - - 14 12 10 9 B 4.6 - - 14 12 10 B 8 8 - 14 11 7 14 11 7 5.5 3.5 - 8 B 7 5.5 4.5 JS - 6,-0' 14 12 10 9 5.5 - - - 14 12 10 9 8 45 = - 14 12 10 9 B 8 - - 14 12 10 7 4 - - - 14 12 10 9 8 3 - - 8 B B 8 8 7S 7 4 ♦$EE LIMITATIONS OF USE FOR 14 12 t0 SS 3- - - - 14 73 10 9 e - - - 14 12 TO 9 B SS - 14 12 BS 3 - - - - 14 12 &5 7 4 - - - 8 8 8 7 55 4 3 - BLADE 1A ON SHEET 19 14 t2 10 9 5 - - 14 12 10 9 B 4 - - 14 12 ,D 9 8 0 - - 14 ,2 9.5 - - - - 14 12 9.5 7.5 4.5 - 8 B g I-7.5 8 4S 11 12 10 8.5 45 - - - 14 12 10 9 7.6 - - - 14 12 ,0 9 B - - - 1J 9S 4 13 B3 6.5 5 8 B 6.5 5 4 S 9,-0. 14 12 10 8S - - - t4 12 ,0 6 7.5 - - - 14 12 l0 9 8 __ - 14 72 f0 S - - - - 14 12 10 9 5.5 - - - e e 5 8 8 8S 6 J 1{ 12 BS 4 - T 14 12 10_ 9 4.5 - - - 14 12 10 9 7S - - - t14 -5 - - - - - 1♦ 115 7.5 6 - - - - 6 8 7.5 B 5 4 1{ 12 10 6 , - - I- t4 12 f0 B ) - - - 11 12 10 9 0 - _ - 5 14 12 B 6.5 - 8 e a 85 53 4 4 13 93 5 33 - - - 14 12 f0 9 SS - - - 14 12 10 9 B - - - _ - - - - 15 8.5 SS - - - _ 8 e 53 /S J3 -141211 12 10 9 SS - - - 14 12 ,0 9 B - - - 7 - - - - - 14 12 10 75 5 -- 8 8 e B 8 75 4514 13 53 S - - - - 1d t2 f0 8 J - - i4 12 10 e 8 - - 3 _ _ - - is 10.5 7 3S - - - - B e 7 SS 45 J3 1♦ 12 B 45 3 - - - 14 12 ,0 B 5 - - - 74 12 10 1 9 B - I- - - 14 11 7.5 - 8 8 7S 8 5 11 12 10 - - - - - 1♦ 13 10 e - _ - _ - ,OS 8 5 - - - - B 8 5 4 39 - _ - 11•-0" 14 12 10 - - - - 1/ 12 10 - - - - - 14 13 S - - - 14 12 10 - _ - - - B B B 8 8 7 J.5 - 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - 25 9.5 - - - 2.5 9.5 8 e B 6 5 { 3 14 12 6.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 3S 10 - - - - - - 14 10 7 - _ _ _ - B e 7 5.5 - 14 12 55 - - - - - 14 13 10 - - - - - 14 12 10 - - - - - 9_5 7 - - - - 9.3 7 15 - - - - - 8 7 145 J.5 3 12•-0� t4 12 S5 - - - - 14 12 10 - - - - 14 12 f0 - - - - - 14 12 4 - 14 12 10 - - - - - 8 8 B B 8 6 3 14 12 B - - - - - 14 12 10 - - - - - 1.5 83 - - - - _ - 115&5{- - - - - 8 B SS AS 4 - - 14 12 S - - - - - ,-4 12 - - _ - - _ ,4 12 10 - - - - - 9 AZ - - - - - ' IJS B.5 ..5 = _ - - B g 6 5 4 = _ HV BLADE OR C1� HV BLADE 14 12 - - - - - 74 12 - - - - - - 14 12 - - - - - - 9 a3 - B 65 8 8,5 16 J.5 3 ,3-0- 14 10 - - - - - _ 14 ,2_ - - ___ „ ,2 - - - _ _ _ 14 12 - - _ _ - _ ,� ,2= _ _ _ _ = e B B B B 45== yy� lIA1 HV WINDOW BLADE 14 10 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 10S 5-5 - - - - - 104 8 = -- 8 8 5 4 35 - 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - - - I1.3 8 IS BS - - _ - - - 8 B SS 45 „ 12 - - - - - - 14 112 1- I- - - - - 14 ,2 - - - - 6 _ _ _ - - - 8 16 4 WORKING IN UNISON 14'-0` 14 12 _ - - - - - 14 12 - - - - - _ U 12 - _ - - - - 14 9 - - - - - _ 14 12 - _ B B B 8 7.5 4 14 7 - - - - 14 12 - - - - - N 12 - - - - - - 10 4 - - - - - - 10 7S - - - - - - 8 7.5 3 4 - 14 113 - - - - - - 14 12 - - - - - 11 12 - - - - - 0.5 4 - 10.5 B B 6 5 4 ,4 - - _ _ _ _ - 14 _ _ _ _ _ - _ 14 _ _ _ _ _ _ _ 7.5 _ _ _ _ _ 7.5 - - _ _ _ - = 7.515.5 3.5 3 _ _ _ 15•-0� 14 _ _ _ _ _ _ _ 14 _ _ d- ffil _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 - _ _ - - _ 8 8 8 7 7 3.3I4 _ _ - _ _ _ 14 _ _ _ _ _ _ _ _ B _ __9 _ _ _ _ 674S 3S3 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ - _ _ 10 = _ _ _ _ _ _ 10 = _ _ _ = 8 7.5 _1414 _ _ _ _ _ _ _ _ _ _ 7 SS 3.5 _11 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ _ TL- 1 -- _ _ _ 75 6 3 _14 _ _ _ 14 _ 6.5 4 JS14 - - - - - - - 14 - - _ 4 - - - - - - - 9.5 - - - - - - - 9.5 - - - - - B 7 45= - _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' V,l1t tH f{� 02D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ...... vT�',, BERTHA HVT,, EN J�`- �� EC ® �r,�. ��S�S®�� Accordion Shutter System No.441 ' - Kv MADE 1 w/OR w/o Itv ►�r�Dly eL�wE r �-nia American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: NIP TILLIT TESTING & ENGINEERING COMPANY -�• STATE W55 N.W.361h.St..Ste,305.VIRGMA GWINS, DA 3316 Association, Inc. I OLD 17-107 7/2/20z DATE: 7/2/2020 Phone (305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 %�O� "(DRl �� l:IIQB°oOoa•COT West Palm Beach, FL 33407 3 DRAWING No mil,Fss........��'`\f�`�t` WALTER A LUT1 TJ,.P.E 4 20-164 (ONAI ,h1€��NSEAL/SIGNATURE/DATE FLORIDA U°.®44167 5 SHELF e 12 OF 20 ACING --;r 7EIR SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Ate`D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MQUIr NC TYPE FOR CMCREIF OR COT C E BLOM RSFAl I ARMS (SEE MOUNTINGS E.0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCFIETF/CONORTE B ICK POI CONORE7E (A) TO EXISTING POURED CONCRETE:(Mln.fc-3 kaT) MAXIMUM EO WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.fc-3 ksi) SPAN 5A OE90I NBATNE fRf9lltE RAIKG ox1 SA DE514N NEG1111E PRESSURE RAT@& SD.DEIGN XFf.11NE PRESSIIfd ROWG ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. fc 3 kQ (F) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.VC-2 ksi) 30 40 60 73 80 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY to 12 tD B e e 6 s.s 14 12 10 B B B 6 5 14 12 10 B e t 6 TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.V.-3 ksi THREADFORM TECHNOLOGY ( ) 3'-0- 14 12 10 9 B 5 6 6 14 12 10 9 B 8 6 6 74 12 f0 9 B 6 ALL POINTS SOUR-SET NOTES: OR 14 12 10 0 8 5 8 6 14 12 f0 9 8 8 A B 14 12 10 9 e 514 12 1D 9 5 5 6 7 14 12 10 9 6 e a 8 14 12 10 B s 8 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 53 3.5 14 12 10 B 8 t4 12 1D s e s TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 f0 B B 6 6 14 12 10 B a 6 B 8 14 12 10 B B 5.54'-0- -- A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 B B 8 6 4 is 12 tD B B B 6 45 14 f2 f0 9 6 33 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHDE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 B B e {5 14 72 10 B 8 8 e 5.5 14 12 10 B a 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 5.5 35 -k 12 10 9 8 B 6 5 14 12 10 9 a 4 •SEEN rS OF USEA1{ 11 f 0 9 B e 6 61 OR FLOOR. 2 10 B 8 e 6 b.5 14 12 10 9 H 4S BIAOE�i ON SHEET 19 ,PAVERS OR_ 5. -0 11 /2 f0 9 9 17 4 - 12 f0 B 6 65 5 3S 14 12 f0 8 85 5 3.5 J A3)ANCHORS SHALL IN CASE THAT R E�LONG OETJOIIGTPRECAST REACH�THE MAIN ETE �STRi1CTURE BEHIND SAID WALL FlNISHfS.ANCHORAGE VENEER BE FOUND ON THE IXI�HALLNG WB AS INDICATED ON 14 12 10 9 8 75 a5 - 12 10 9 e 8 6 15 14 12 10 9 B 6 45 75 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 6.5 4.5 -I- 12 10 e a 7.5 5.5 ♦ 14 12 10 B B 6 ♦5 J5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 B B 5 - 14 12 10 B 8 B 6 5 14 12 10 9 B A 6'-0' - _ 14 12 10 9 7.5 SS 3 - 1{ 12 10 &3 7 5.5 4 3 14 12 B &5 5.3 4 3 (B) TO EXISTING CONCRETE BLOCK:(A57M C-90) 14 12 10 9 e 6 - - 14 12 10 B 8 6.5 5 3.75 14 12 10 a.5 B 5 4 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12rl+. '� 55 3 - - 14 /2 10 B B BS 4.5 35 I4 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-O- 14 12B a - - 14 12 10 9 a 7 5 4 14 12 10 _B 7.5 SS 4 1 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOMDA FASTENERS DIRECT,INC. 14 126.5 4 - - 14 12 9 75 6 4.5 55 - 14 105 7 5.5 4.5 35 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,ING,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 7 a - - 14 12 10-6 75 55 1 - 14 12 9 7 7.3 45 - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 75 5.5 4 - 14 12 9 7 6 45 3 - NOTED: a.-0 14 f2 10 9 8 6.5 - - 14 12 10 B 8 8 4 - 14 12 10 B 6S 5 35 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 6,5 7 S3 3 - - 14 12 a 55 SS 4 3 - 25 93 B 5 4 3 - - / / _ _ _ _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 14112 9.5 75 B - 14 12 9S 8 65 5 - 14 12 B 8 83 13 9.5 65 5 3.5 - - - 14 1Z 10 0 6.5 5 - - 14 12 B B3 5 4 - - B.2)MINIMUM EMBEDMIENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 B 8 - - - 14 12 10 9 75 4.5 - - 14 12 a5 7 5.5 { 9'-0- - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 715 7S 8 4 - - - 14 11 7 55 5 3S - - 11 8 55 45 J.5 - - - EXIST,AND 1'MINIMUM FOR WAILS WITH NO STUCCO. 14 12 8 65 45 - 14 12 85 7 55 4 - 1! 10.5 7 5.5 6 15 1.5 B.5 SS 1 - - - - 14 12 B 7 e 45 - - L 7f 7 3.5 4.5 3s - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, N 12 10 a 74 - - - 14 12 10 !8: 5 - - 14 12 8 B 5 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10'-0-- _ - __ NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VOM SIDING OR M WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. Is 10 7 3 35 - 13 95 85 5 4 3 IO 75 5 4 3 f4 11 75&5 - - - - 14 11.5 9 6 5 4 - 125 95 6 5 4 4 FOR INSTALLATION INTO EIFS VYNH METAL STUDS SEE SHEET 20. 103 8 5 - 14 12 a 6S &5 4 - 13 10 6.5 5 4 3 11'-0' t4 14 12 9 7 6 4.5 - - 14 105 7 53 {5 35 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 23 9S 5 - 12 9 s 45 4 3 9 7 45 33 3 14 10 7 - - 14 1D.5 7 &b 45 - - 1.6 a5 55 4.5 3.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.5 7 45 - - - - - 14 1IA 73 a 3 - 12 9 fi {.5 { - - 12'-0' f4 12 1D - - - - - 14 12 B es 5.5- - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 1.3 85 4.5 - - - - - 11 8 55 4 3.5 - - a 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 BS 6 - - - - 13 9.5 &S 5. 1 - - - 0.5 a 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 8.5 - - - - - 14 104 7 5.5 4.5 - 11 8.5 5.5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE t4 tz - - - - - - 11 115 75 0 s - - - 12 9 a 4.5 4 -- FACTOR 13'-0'-- - - - 10.5 B - - - - - - 10 75 5 4 3 - - - 7s 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + t2.s Bs - - - - - - t2 19 s 15 4 - - - g.s 7 5 4 - - - - EDGE TAPOON ALL POINT SOLID SET BLUE TAP W/CAP B 8 - - - - - - 13 9.5 BS 5 - - - - 0.3 75 5 a - - - - HV BLADE OR DISTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - - - 14 1a.5 7 53 - _-_ 11 6S 5.5 4.5 - - - = E.D. MIN.SPACING=3 MIN.SPACING-3' MIN.SPACING-3 1/2- MIN.SPACING-3- 3 3/4- A- 14 7.5 - - - - - - 9 7 4.5 35 - - _ 7 b 3.5 J - - - - V BLADE W POURED CONCRETE& POUTED CONCRETE CONDWE BOO( POURED CONCRETE& POURED CONCRETE&TOURED CONa7ETE wATaTE Baas 1.5 8 - - - - - - 11 a S.3 4.5 - - - - B 6.5 1.5 - - - 1 H WINDOW CONS TE ED BLOCK MRL F�.`S 1/Y LW.E'.0..21/Y CON RE EJTE BLOCK CO CR FA BLOCK Mel M-31/7 MR ED-2 1/2- 1{ - - - - 1 6 10 85 - - - OS a 55 - _ = BLADE WORKING 3- 1.0 0.90 1.0 0.78 1.0 0.84 1.0 1s'-o'--_ -- --_ IN UNISON ♦ z 1%z' - - 0.81 1.0 - - 0.97 1.0 B - - - - - - &5 BS 4 - - - - - B.5 5 3 10 - - - - - - - 0.5 B 5 - - - - - BS 6 4 - - _ - - 2- 0.71 0.51 7 - - - - - - - Tf'61 55 - - - - - 9 S0•43 14 - - - - - _ 6 - - - f0 73 5 - - -e ♦ B 43 3 1 1/2 0.35 O.JS 9.5 - - - - - - - 5 - - - - - B a 4=1= - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i1TN11) 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVT,, -�.. E Accordion Shutter System No.44 67 - f E C ® t N c. ■ ■ ■A■ FLV. BLADE#1 W/OR W/O RV. WNDOW MADE * IF TILUT TESTING & ENGINEERING COMPANYBIriCOfl Shutter S S}eE�TS Y EV.N DESCRIPTION DATE DRAWN BY: M.P E F6355 N.W.361h.St-SW 305.VIRGINIA GARDENS.FLORIDA 3316 A39oC10}fOTIF InG. t OLD t7-107 /2/202 GATE: 7/2/2020 Phone:(305 871-1530.Fox:(305)871-1531 4266 WOStrOodS Drive 2`: --i�IHe..ft.l m West Palm Beach, FL 33407 3 DRAWING No os aNA WALTER A TILLIT Jr.RE 4 20-1 64 YAof olllllll R,,C��A�EAL/SIGNATURE/GATE FLORIDA Lk.g 44167 5 SHEET 6 t3 OF 20 MAXIMUM ANCHOR* SPADING (jn) Sf HED N F FOR A GIVEN MAX, SHUTFER SPAN A.S D DESIGN NEGATIVE PRESSURE RATING AND p CORRESPONDIN MOU"ING TYPE FOR CONCRETE OR QQNQRErE BLOCK RNSTA1 I A_7IONS (SEE MOUNTINGS I,J,N&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCREIE BLOCK ANCHORS SPACING F END I ALK OVER k It TRENCH SPAN _ __ _MOVNTINC 0 JQ RAINCUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING (R) a'DMH NTOE PUSURE WNG(psf a BmGN WWn FR_IMx _ TAPCON ORBi (PTa DEMI N0N PsM RUM .OBIONNNPRI39M RATNc TAPCON WITH ADVA NCED3__4_BO 5 _k_0 60 205 JD 4 BD_ 75 90 120 160 205 SO 40 60 75 9D 120 1I 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 /2 10 9 8 0 B 6 12 12 12 12 12 1.5 22 65 7 7 7 7 7 7 7 5.5 s 5 5 5 5 5 5 s ALL POINTS SOLID-SET 3•-0� T4 12 10 9 e 6 e 6 12 12 12 12 1217 BS 7 7 7 7 7 7 7 7 7 5 6 5 5 5 3 5 5 R USS 14 12 10 B 8 B B B 12 12 12 12 0.5 88 6 45 7 7 7 7 7 7 7 6S 3 S 5 5 S S b 5 BLUE TAP 14 12 10 B 0 e e 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 6 5 5 S 5 5 5 5 TAPPERt 14 12 10 9 e 8 8 6 ,2 12 12 12 1S 63 6.5 5 7 7 7 7 7 7 5S 4 5 5 5 S $ 3 5 4 4•-0' 14 12 10 8 9 IT 6 8 12 12 12 12 12 B5 7 &5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 e e 6 12 12 12 es 8 6 Z5 3.5 7 7 7 7 7 7 85 6 5 b 5 S S S 5 5 14 12 10 9 a B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 14 12 10 9 e 6 6 6 12 72 12 11 9 7 5 4 7 7 7 7 7 55 4 3 S 5 5 S 5 $ 4 J S'-0• 1♦ 12 10 e 8 8 6 8 12 12 12 12 10 7S 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 14 17 10 9 6 6 6 B 12 12 95 75 6 45 35 - 7 7 7 7 7 7 5 35 6 5' S S 3 5 S { 14 12 f0 D 8 6 6 6 12 12 12 Bs 9 6 {.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 B 6 6 5 12 12 15 9 7_5 SS 4 3 7 7 7 7 7 4.d43.5 S - 5 6 S 5 5 45 is - SPECIFICATIONS 6•-0• 14 12 10 9 e 5 8 6 12 12 12 10 e 6 4S JS 7 7 7 7 7 77 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 B 6 e B 6 12 12 e 6 5 4 ] 7 7 7 7 7 S4 5 5 S S 5 S 4 3 ,4 12 10 8 5 B 8 B 12 12 10 8 6.5 S 73 - 7 7 7 7 7 6 - 5 5 5 5 S S 45 1♦ 12 11 9 6 6 6 6 12 12 10 8 &S 5 }S - 7 7 7 65 55 4 - - $ 5 S 5 3 ♦ J 7'-0' 14 12 10' 9 6 9 B 8 12 12 12 B.5 7 5 4 } 7 7 7 7 7' 7 7 6 5 5 5 S 5 S 5 S 14 12 10 9 8 B 6 8 12 10 OS 5 45 ! 7 7 7 7 65 6 3 S S S 5 5 8 35 } 14 12 to 9 e e e' 6 12 Iz B5 7 &s 4 - - 7 7 7 7 7 5= - s 5 5 5 6 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 TO 9 B 8 5 - 12 12 BS 7 5.5 4 3 - 7 7 7 5.5 4.5 J - - 5 5 5 S 4.5 35 - - PSF A.S.O DESIGN PRESSURE 14 12 10 9 8 e 6 12 12 0.s 7S 6 4.5 35 - 7 7 7 7 7 7 7 4 5 5 5 5 5 S 5 5 B-0' a 12 1'o e 87 e- s - 12 9 - 7 7 7 7 3.5 4 - - s s s s s 4 J - RATING & FOR SPANS PER u T2 10 9 e e s - 12 n 75 e s is - - 7 7 7 75 6 {5 - - s s s s s 4s - _ SCHEDULE #3, SHEET 11 14 12 10 9 e e - - 12 1.5 7S 6 5 3.5 - 7 7 6.5 5 ♦ 5 5 5 6 4 3 8•-0• 14 12 10 9 B B - 17 12 99 &5 SS 4 3 - 7 7 7 7 7 7 5 J S 5 5 5 5 5 5 5 14 12 10 B 6 1 = 0.5 e 6 4 3.5 - 7 7 7 e 5 3.5 - 6 S S 5 S 4 5 14 12 10 9 8 8 - - 12 10 6S 5 45 - 7 7 7 6.5 5.5 - S 5 S 5 5 4 i{ 12 10 9 e 5 - - 12 03 7 5.5 43 3.5 - ) 7 S5 4.6 3.5 - e 5 5 4S 3.5 - ,0•-0. 14 12 10 0 6 6 - - 12 11 55 e 5 AS - - 7 7 7 7 7 7 45 = 5 5�5 5 3 S 5 45 14 12 10 B e 6 7 45 3.5 J - - 7 7 7 55 45 - _ 5 3 S 5 45 3.5 - 14 12 10 9 8 6 - - 12 9 6 5 4 7 7 7 8 S $ 5 S 4.5 S 14 12 10 9 8 8 - - 12 9.5 6 5 4 J - 7 7 5 4 } 5 S 5 4 35 - 11•-0"14 12 10 9 5 6 - - 12 10 7 5.9 45 15 - - 7 7 7 7 7 7 35 - 5 5 5 S S S 3 4 14 12 10 9 e e - - It 0 4 },5 3 - _ _ 7 7 B 3 4 _ _ _ 5' S 5 5 H V BLADE ONLY 14 12 10 9 e 8 - - 11 a $.S 4 - - i- - 7 7 7 SD ♦5 - - - 5 5 y 5 4.-5 - _ - 14 12 10 9 8 - - - I5 5.5 5.5 4.5 15 - - - 7 7 4.5 3.5 - - - - S 5 45 35 J - - 12'-0°14 /2 o 9 a - - - 12 B.S 6.3 5 4 J - - 7 7 7 7 7 6 J - 5 5 5 5 9 5 T3 JD 14 12 10 e 4 3 7 7 5.5 45 35 - 5 5 5 4.5 4 3 14 12 10 9 e - - - 10 75 5 4 - - - - 7 7. 5 5 5 S 6 5 4 1{ 12 f0 9 6 - - 05 8 5 4 SS - _ 7 BS 4S 3.5 - 5 S 45 3.S 3 13'-0"14 12 10 9 8 - - - IS&5 6 4.5 35 J - 7 7 7 7 7 4.5 - - 5 5 S 5 5 5 4S 3S 14 12 10 9 5 - - - 7 5S 3S ] 7. 7 5 4 3 5 5 5 s J 14 12 10 B 8 - - - 9 7 45 7S - - _ - 7 7 S.9 {S - - - - 3 S S 4.5 14 12 10 e - - - 10 75 S 4 3 _ - - 7 e 4 } - _ - 5 5 4 J _ - - 14'-0" 14 12 10 9 - - - - 0.5 B 5S 4 35 - - - 7 7 7 7 7 ♦ - - 9 5 3 5 5 S 4 3 14 12 ,0 9 = - - 6.5 y J 7 7 fi }.5 - _ 5 5 5 14 12 10 9 - _ - - _ 14 12 l0 - - - - - 9 7 4.5 35 3 _ - - 7 5.5 .L5 - - j_ 4 - - - 15•-O�N 12 10 - - - - - 10 7S S ♦ } - - - 7 7 7 J 7 3.5 - - 5 5 3 S 314 12 10 - - 6 4S 3 --- 7 7 43 ! _ 5 5 4 12 10 - - - - - e 8 4 - - - _ 7 7 5 5 6 S { - 14 12 10 - - - - - &S 65 4 3.5 - - - - 7 55 J.s - - - - - 5 S 3.5 - - 16'-0.14 12 10 - - - - - 9.5 7 45 JS 3 - - - 7 7 7 ) B 3 - - 5 S 5 S - 14 12 10 - - _ 75 5.5 75 - - - - - J 67 4.5 - - - JS _ 14 12 10 - - -- ll-- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 111 III' C Ij•" 92020 TIL7EC0,INC. @ 2020 EASTERN METAL SUPPLY,INC. u ( BERTHA HVTM EN S S Accordion Shutter System No.44167 - - �' E C a° ■ ■ ■ ■ H.v. MAX�I, w/OR w/o Itv.wtrroav BLaoE `` TILLIT TESTING dt ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION GATE DRAWN BY: MP fl' STATE F _ 6355 N.W.38 n.st,St..Jo$.W cNA cANDEns,FLORIDA J31e Association, Inc. I OLD 17-107 /2/2 DATE: 7 2 2020 �'•• Phone (305)871-1530.Fax:(305)B71-1531 4268 Westroods Drive z O�•, F�0RI .-.on:UNac.Oaol.com DRAWING No CA-0006718 West Palm Beach, FL 33407 J 20-164 ��i FS''•'••••• ••'�Tt WALTER A TiLLIT Jr.P.F 4 SHEEP "';,I/0 j,A; N�"kAL/SIGNATURE/DATE FLORIDA U.�44167 s 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In) SCHEDULE FOR A LIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 15& 17). �53 U E=3 !SR;TF:;ZATE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN In o. SPRUCE PINE SPRUCE PINE / 1/2" MIN. COX 2D0U/L/MSINF.7pG 0.5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MW. C�O.50 W/ MIN. G-0.43 W MIN. G=0.36 NA76MUM SPAN IN) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X ' P & Q S &V S &V S&V .am wx PNMK IO x(4 k&L 0M MWK R19$we(0) ma PKMMK RMK WE(Ir) mwx IED@R Rd m PAOM fW w am MMM MMA wK M da KM Ro"mmm UK(AQ LS1 am"K ME WS fjdl OW IF X IM9R KK bl)LSD MWI M M MMK WK(FA Ufi OaA 16UM ITMR M(F41 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 9D 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS JO 40�60 75 90 OS 30 40 60 75 90 OS 30 40 160175 90 OS •-0.OR LESS 12 10 11019 18 18 6 6 6 6 6 6 12 10 11019 18 8 6 6 6 6 6 6 12 10 10 9 18 8 6 6 6 6 16 16 6 5 1 4 4 4 3 12 12 12 12 12 12 12 12 12 12 112 112 12 12 12 12 12 12 4'-0• 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 110 10 9 18 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 1O 9 8 6.5 6 6 6 B 5.5 4.5 12 10 10 9 B 5 6 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 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 B 6 5 4 3.5 12 10 10 7 7.5 - 6_ 6 6 5 4 3.5 8 5 4 4 _ - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 10.58.5 7.5 B•-0"_12 10 10 7.5 4.5 3 6 6 6 5 4 15 12 f0 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 .5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 f2 12 1.5 9 7.5 .5 W-0" 12 10 10 5 3.5 - 6 6 55 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - 8 6 4.5 3 3 6 5 3.5- ___ - 12 12 12 12 12 10.'12 12 12 11. 9.5 8.5 12 12 10 B .5 5.5 Ia'-0" 12 10 7.5 4 - - 6 16 5 4 3 -112 110 6 3 - e 1 6 4 3.5 3 - 12 10 3 - 6 6 4 .5 3 - 6 5 _12 12 72 12 1.5115 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - 6 5.5 4 - 8 5 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12•-0• 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - 12 10 - - 6 5 3.3- 6 5 - 12 12 12 1.5 9.5 8 12 12 11 85 7 6 12 1.5 7.5 6 5 4 13'-0• 12 10 - - - - 6 6 - - - - 12 10 - - - 6 4.5 - - - 12f - 6 4.5 - - 6 4.5 - - 12 12 12 10. E.5 7.5 12 12 10 8 6.5 5.5 12 0,5 7 5.5 4.5 4 - 12 7 - - 5.5 4.5 - - 12 - - .514.5 - - - 8 3 - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 fi.5 5 4 3 15'-D• 12 - - - - - 6 - - - 12 - - - - 5 -- - - 12 - - - 5 - - 6 - - 12 12 11 9 7.5 5 12 12 8.5 7 6 - - - 6 - - - - - 12 - - - - - 5 - - - - - I1. - - - 5 - - 8 - - 12 12 10. 8.5 6.5 4 12 12 8 fiS 5 3 11.5�8.5 5.5 4.5 3S - 1Q HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SEE UMrtATI0N6 Or USE FOR BLADE©ON SHEET 19 , t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFTr SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2 W/G-0.55(N.O.S) -1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX W/MINIMUM EMBEDMENT AS INDICATE)AT -DOUGLS FIR W/G-DSO(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/G-0.43(N.DS) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(KDS.) 2 ANCHORS TO HOLLOW CEWNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSISTOF -MIN.1/2"CDX PLYWOOD(1986 APA) TAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '11a° ®2020 nLTECO.INC. @ 2020 EASTER14 METAL SUPPLY.INC. ri ? . Cilliq BERTHA HVTM � pEN ����S.A� Accordion Shutter System No.44 67 = /77Z7E o i c. KV. RAOE#1 W/OR W/0 KV.WINDOW BLADE • t[e�r/ TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPnoN DATE DRAWN BY: MP *• * CV``' 6355 N.W.38N.St.Ste.303.VIRGPLA GARDENS.FURRVA 3316 A�SOCIati011E Inc. 1 OLD 17-t07 /2/202 DATE- 7/z/zo2o STATE f Phow:(J05)B71-1530.Fox:(3G5)871-1531 4268 Westroods Drive 2 A . DRAWING No F( Q e 0:u11.GeoGelrom West Palm Beach, FL 33407 3 D R GA-0006719 20-1 64 q���A�FSSI�N ������`EAL/SIGNATURE/DATE RED"u B sslei 6 SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV♦ BLADES AS APPLICABLE SHUTTER .SPA L+ 0 L— FOR INSTALLATIONS INTO WITH HV DE 0 SHALL WALL FINISHBE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR TA-CON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON %'<� � e�• THREADFORM TECHNOLOGY 1/4.0 TAPCON OR c �• W/1 1/2'Min. PENETRATION rTAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY —T--� / OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I EXISTING WOOD HEADER, `� WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 MN SEPAWON !I 1 I - / - N (SEE SCHEDULE ON SHEET 15) / I g TO CLASS(SEE OQR 1 11/U If 1/4'e-20x3/4'S.S.MACHINE SCHEDULE ON SHEET _,G��10q�x \ I . 'N �R1$ SCREWS W/1/4`-20 NUTS f—11 FOR BAD:(DANG� I r :,. - 'V" ® 12'O.C. 4 ON SHEET 19 FUR I I-EQ ZE x EXISTING� F ®AOfS OK Q 'a r j Ins I / I t I 13 a 1 r iI / (1(•17�.-_` _�l I :"�—T IJV l / Nam` N.�1` II I _ �-I'. -0PTI II I /-!—i L_-�-.°_J ,_- .l I'WALL '_ nNisH7 (III ONAL EXISTING MIN. I 1 _ ,FlNISH y 2'x4 WOOD EXISTING MIN.2'x4'WOOD / \ % N ©ORS HEADER REQUIRED —�OR lam' --" II +�• t(�I�II I I / \ \ C I — pl "IL-. 1 EXISTING d d HEADER REQUIRED FFFUUNflflRlll /`I1 I11 I' I.`.:.! THRE TAPCON OR TAPCON G WITH ADVANCED GLASS N'� S L {I Il I 1 ty l min.PENETRATION TECHNOLOGY W/ 1 1/2' � TO GLASS(SEE I I I I I I O I� ' 1 � Min.PENETRATION OF THREADED AREA TO L•-- LL GI'1T I MIN.SEPARATION TO GLASS I� "' EXISTING WOOD HEADER. 11 FOR HAOE SAND IXISTIN�_� ) I ` )\� (SEE SCHEDULE ON SHEET 15) B ON SNEEf 19 FOR Gla (SEE SCHEDULE ON SHEET 11 G_ BLADES m& I •.L �—t I .-1 ��_2'x4'CONT.SILL PLATE REQ'D. O HV WALL HEADER INSTALLATION (M)HV WALL HEADER INSTALLATION I @0 HV WALL SILL INSTALLATION EXISTING I 1 1 I MIN•SEPARATION TO GLASS ' (A MIN.SEPARATION TO GVSS 1 I _ G 1 — EXISTING —(SEE SCHEDULE ON STiEET Ii) I O IXISTNG (SEE SCHEDULE ON SHEET 11)"' I NN�� MIN.SEPARATION TO CLASS 1 I 'T WOOD PLATE (SEE SCHEDULE ON SHEET 11) G J 0 I GIJSS—J 1 g REO'D. 1/4 P-20x3/4'S.S. I ' 1/4'0-2Ox3/4'S.S. ° MACHINE SCREWS MACHINE SCREWS W/ I I II I USING 1/4'-20 NUTS 1/4-20 NUTS® 12"-� - L ® 12'O.C. i Io.c. Ii !r I L 1�OR® /� l 13 OR \ "�, �'•.t OR 1 •\ 2'x4'CONT. { 1 I �' 1 WOOD PLATE 1 1 pp4 REO'D. r. { L i —. �EO-�I EO I \ `'1 E0=I EO' 1'Min. ', 1 I \ N 1'Min. ( 1 .l, �.11�� �' (I Y•, \ `I I ' I t� 1f4'0 TAPCON OR TAPCON G W/ ADVANCED 1 THREADETRA TECHNOLOGY W/ 1 1/2' 2'xb'CONT. Min.PENETRATION OF THREADED AREA TO `_•,^� 1/4.0 TAPCON OR TAPCON WITH ADVANCED .;�,i -SILL PLATE "`,i EXISTING WOOD HEADER. 1' THREADFDRM TECHNOLOGY Wf 1/2' I v 1/4'0 TAPCON OR NOTE. r (SEE SCHEDULE ON SHEET 15 L 1 ' TAPCON WITH ADVANCED 1-SEE SHEET 4 1 Min.PENETIIATION OF THREADED AREA INTO PLYW000 \ FOR TYPICAL REO;D. 1` i ) (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' 1/2'MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH STUDS B 16'O.C.MAX. PLYWOOO REO'D. W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE ' L-1/2'MIN.COX PLYWOOD REQb• REQ'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED INSTALLATION.Y TO ®HV WALL SILL INSTALLATION EXISTING MIN.2'x4'STUDS® 16'OZ.MAX.REO'O. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) PLYWOOD TO SE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ® WITH SECTION 2308 OF THE F.B.C. SECTION 2305 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM TIONS OF USE OF HV WALL ALL INSTALLATION F.B.C. BLADE 1A ON SHEET O9 FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone N1 ilT 11 ```�P���,G Nf /��� + 02020 TIL7EC0,INC. ®2oBE�THM SUPPLY. VTM s ����SL.�� Accordion Shutter System No.441 1 L E C ® �a c. H.V.BIADE#1 W/OR W/o H.V.WNDON BADE * * TILLtT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N OE6CRIPTION DATE. DRAWN eY: M.P -a'•, STATED r �� &M N.W.361R.SE,Ste.304 WRG"G49CM,FLORM4 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 F w Phone:(3D5)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ��%fie'• LORIO ���� a-mo+I:olleoo®od.�om West Palm Beach, FL 33407 3 DRAWING No i� F'''•....... ''C�1 CA-0006719 xp�AWSSNO nlAiil ``SEAL/SIGNATURE/DATE FLEDA .B 44r.187 • 20-164 SHEET 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV* BLADES (AS APPLICABLE) MAX.. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. ESIGN PRESSURE RATING, SEE SHEET 19 FORM X WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 0, & WORKING IN UNISON 1/4'0 TAPCON OR 4"x8"(Min. (777���''' EQ EQ 2 MIN.— 1/ TAPCON WITH ADVANCED WOOD 6EAM EXISTING REQUIRED. {/ _ MIDGE(IF APPLICABLE) V THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY I W/1 1/2'Min.PENETRATION 1/4'0-20x3/4"S.S. OF EXISTING WOOD BEAM ,/J jam. 11 I OF THREADED AREA TO PHIWPS TRUSS HEAD TO BE CERTIFIED BY r-- I� EXISTING WOOD HEADER, MACHINE SCREWS REGISTERED ENGINEER OR _ r/'-EXISTING W000 (SEE SCHEDULE ON SHEET 15) W/1/4"-20 NUTS ARCHITECT PRIOR TO EQ- � � TRUSSES OR ED.-I EQ 0 12"D.C. SHUTTER INSTALLATION. 1/2"--� 1/2' RAFTER m 24" +' O.C.REQUIRED /�\� ��--�- -" h1 1/4'0 TAPCON OR EXISTING SOFFIT \�l� - TAPCON WITH ADVANCED 3/4'Max.TNK. .257" THREADFORM TECHNOLOGY /// �~ ,(/ ~ Max. W/ 1 1/2"Min.PENETRATION 6� '{O..Y #14x3/4' I^ EQ. EQ--( ,1'z4"x1J8'CONT.ALUM.TUBE OF THREADED AREA TO r / S.M.S. -4 (6063-T6 ALLOY)W/ 1 I OPTIONAL EXISTING WOOD HEADER. ®6•p.C• I (J)5/16"0 LAG SCREWS TO I I (SEE SCHEDULE ON SHEET 15) 11 Of 13 Or 1$ EACH RAFTER OR TRUSS. or 13 or 15 I L _� O O O �l LOCATE LAG EXISTING AT _ I - MIDWIDTN OF EXISTING W000 1 ..��_ I I - I MEMBER,(2"Min.NOMINAL EXISTING MIN 2"x4' --_—'L% I ) I OPEN HOLE AT EACH--� WIDTH)W/2'Min. EXISTING-= HEADER READ I STUD TO ACCEPT �, PENETRATION OF THREADED p� I _ MIN.SEPARATION TO GLASS EXISTING x I (SEE SCHEDULE ON SHEET 11)� GLA55 i I I 5/16"0 LAG SCREW AREA.VAUD FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72psf I MAX.A.S.D.DESIGN LOAD AND IXGt�laNSS l0 c' NSTALLAMTI�NS 5 ONLY VP110 AN1 SEPARATION �Y WALL HEADER INSTALLATION HEADER INSTALLATION 1am(m , II5 m FOR WOOD W/MIN.SPECIFIC I lri SH27 19 fall -O DR I ON SHEET 19 Pon GRAVITY OF 0.5p AS DOUGLAS yDIE5. —D�®&®®&® I aA76mb® ,7, 10 oR®� OR EQUALFIR OR PINE No.2. 1-SEE SHEET 4 FOR TYPICAL S'HURQL ASSQIOLY 2-MOUNTING SECTIONS CAN BE COMSINED ( HV CEILING INSTALLATION U HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. Yea SFPAPAOw I —lJ OR(W MIN. — L I TO MASS(gF I I ON MIN.SEPARATION TO GLASS It�BADODAID SEPARATION (SEE SCHEDULE ON SHEET it) EXISTING I W SH67 19 fat --� TO GLASS i —O I(SEE SCHEDULE EXISTING I 1 GLASS , tiA➢6mNkl�J ON SHEET 11) 1 1 \l� I I I c 1 I ALTERNATE. 1 I ANCHOR I I I 8 I I LOCATION EXISI�TpIN�SG Q WALL- I 3/6 NO1( I\ �tOx3/4'HEX G I I —7 I -21x6'MIN.WOOD 1 `mom FINISH ;EO 1/4' i�-f 3/e NttS. WASHER HEAD TEK DECK REQUIRED I 2"x6"MIN.WOOD SCREWS® 12`o.c (NO FINISH WED) .i..�;1 DECK REQUIRED(NO I - ALLOWED) II FINISH ALLOWED) ID'� — O \\/ _i72' 1" OF =� EDGE OF DECK w - aiii'C\\LILY I 19 I EDGE OF DECK _�_ _�__� IF APPLICABLE EO- IF APPLICABLE --`l 1 DECK IF 'r• 1 11/4"0-20x3/4'S.S. / ��-�- --�� I I 1 4'0 TAPCON OR �-1• '. PHIWAPPLICABLE PS TRUSS HEAD 2 -�-- / APCON WITH ADVANCED Mi'- MACHINE SCREWS �l 1 4'0 TAPCON OR TAPCON 2'x4'WNT. THREADFORM TECHNOLOGY W/ 1/4'-C NUTS THREADFORM TECHNOLOGY'WJ 1 1/2"Min -@'MIN. SILL PLATE W/ 1 1/2"Min.PENETRATION ® 12•D.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM 2'MIN. PENETRATION OF THREADED i REO'D. OF THREADED AREA TO TECHNOLOGY W/1 1/2°Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE 4 ' EXISTING WOOD HEADER. AREA TO EXISTING W000 HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) NI (SEE SCHEDULE ON SHEET 15) ,c LIMITATIONS Or USE FOR ( HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION MADE `W By INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 02020 EASTERN METAL SUPPLY,INC. 02020 TILTECO,INC. BERTHA HVTLA v� Accordion Shutter System /777tL77E7C:0:,N c N c. ■ ■ ■ ■ H.V. BLADE#1 W/CR W/O H.V.WINDOW BLADE No.441 7 nAmerican Shutter Systems TILLIT TESTING & ENGINEERING COMPANYIncCV.N DESCRIPTION DAZE DRAWN t7 UP • W 6365 N.W.36M.SL.Ste.305.VAG114A GARDENS.FLORIDA 3316 Association,3We. od c. 1 OLD 17-1 W /2/202_DATE.' 7/2/2020 ? a'•, STATE 0 Phone:(305)671-1530.Fax:(305)871-1531 t Pal W Beach, Drive 2 DRAWING No 9• F e-m ih tilteco�col-m West Palm Beach, FL 33407 s CORID ••���� ALTERct-ao0671B 4 2�—�64 �'''�icSSIONAL \�\I� WFLORIOA Lc N167 5 SHEET 'AA71fIIffl LHL `�. SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS Cl) HV BLADE 0"I WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1-2'. WOOD SNOS REDID. 2.4WN. 2.1'M WOOD 000 STUDS. STIRIS REO-D. 2.4'UN. —WOOD STUDS. OR 0 6,0, %M�NWENL (AS A�LE) =?SQ"/.K mi '/2 TO UISTIVING GLASS—\ PLYZ 7 NO \v SUM DIST.. CaSONG CLASS '/2' CO. GLASS CLASS M '-1/2' COX GLASS(SEE \1/ 1 —1 1 w sw� Pm a— F TO PL!,WOOD. SCHUXLE ON LEK SCRARATION WER,WMADON WFq II FOR 9ADE(D" 1/16'.31 M 11 FOR Mr. 1/2'WN-CDX­r-.f=.,�"_- �,R'ffl 1 .S.EET IS FOR (6063-T6)COW: ON SHEET 19 11IR W PLYWOOD. I IELAGEET.(3) ALM CLOSER GE'M0&(q 7 11�MADEV.7 1/�' 11 TOR=(OAND �M(LOCATE ON SHEET 19 FOR O�SHEET 19 AT EITHOR RADES(D MADEse. or ale I I -—- I -Ol6 'C* 05 4 I OR N6- ' 1 79.R SIDED...ECTION I ORW SEE ErAIL X FOR--/ I OR SEE DETAIL X FOR iOR W TO TRACIS SEE DETAIL X FOR SIDE CONNEC`OOH TO Tog SIDE CWNM710 a !:// TO T=5 @ END CONNECTION DETAIL(2) END CONNECTION DETAIL(J) END CONNECTION DETAIL(k END CONNECTION DETAIL COSTING • REaLNRED oNLY FOR SPANS GREATER THAN ir-w / LASS 2'.4'MM VI00D COSTING GLASS W t,/2• Q.. 1/4'0 TAKON ANCH S�� — — ,i\\I\I\ 11 \ \ -1. — SEE LIMITATIONS OF USE FOR MOAsEm Z' BLADE(DA ON SHEET 19 MON SHEET. ADE FOR \LL 05 ELADESCD ON SHEET 19 FOR I Y .r- L RLADES(D& W'70.R W F Ai I • 5 1 41L_ 4 ((j)OR 60 OR 08GR0 OR @OR@0R(qOR(5. VIEW :T-07-(9).@ I1`4SH i-w wN. WALL-/ STLES FtEO'WMOO?J/ DETAIL END CONNECTION DETAIL (0 END CONNECTION DETAIL12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY.INC. BERTHA HVTM Z�T:l T A■S,S,A. Accordion Shutter System NO.4416 7 _�LE C�01 NC, FLV. RADE#1 W/OR W10 KV.WINDOW MADE American Shutter Systems �EV.Nt DESCRIPTION DATE DRAWN BY: TILUT TESTING & ENGINEERING COMPANY STATE OF Association, Inc. ... M.P 020 8355 N.W.35M.SIL,St..303.MRCINIA GARDENS.FLORIDA 3316f 1 OLD 17-107 L/��D�A :1�7/2�/2� z* Pho- (305)871-1530.F..:(305)871-'1531 4268 Westroads-OKve 2 G o 0 —.1 WING N. CA-OD067 9 J w"". ........ Q;- West Palm Beach, FL 33407 —3 "I',/,01VAL WALTER A.TLUT Jr.P.E. 4 20-164 FLORIDA U..111 44,67 5 S T P.E. SEAL/SIGNATURE/DATE 6 SHEET 0 0 0 20 TA�� ray y�.>5�Ida lea . yEQ.I 11MrrAnaNS AND CONDMONS of 09 EDR a en+A UNISON wmi Hy WIND - A G \ ®© I y 1•MAIL A.S.D.DESIGN PRESSURE RATING:+110.- 110 ps.f. 1 I 2.MAX.SHUTTER SPAN:96' ALLOWED SHEET MOUNRNGS M.0.T.US&IN ON SHEETS ON I6&77,8,7;AS WELL AS z ,¢.,ONLY CEN7ERMATES 21 �2(BOTH W/ OR zt ARE ALLOWED WITH Q r- � ` (22) CM MATES A SYMTIETRTCAL OR OPPOSNG LAYOUT.IN CASE OF OPPOSING O m'® N •CJ 'CJ DhOUT, MAST BE INCLUDED ONLY AT DMIOR ACCESS SIDE OF 16�FO CENTER E • • • ` J Y�1 • f (_'( 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPEMNGS • • • TYP. EA.END 1/ l , 1J (3'9 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q ALLOWED MAX.5 WINDOWS a ♦ • • x OF ANY 3'0 HOLE FOR®SHALL BE 12'. WINDOW BATLADENV • •®� (C)FIRST OR BLADE COMING OUT FROM STAFFERS AT ENDS MAY BE HV• ., .' '., `I WINDOW BLADE 1�l I • • (D)HV WINDOW BLADE l MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q • I I I ♦ 0, 0 THROUGHOUT SHUrrER'S WIDTH. • • • • (E) TES$FNi1 ALWAYS BE INSTALLED ADJACENT TO A SOLID HY `I - 3R� 3 (}•") lvl V BLADE 1 AT ERFiER SIDE OF THEM. �L� TS \ /' ' •' (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED 50 TABS FACE SEE END ps gg99 THE INTERIOR OF THE OPENING 6EING PROTECTED.HV WINDOW L.1USi BE CONNECTION ,•• • • ♦ • • • jQ2 `/�L`' ONLY INSTALLED AND LOCKED USING A W SETTINO TOOL PROVIDED BY ASSA. DETAILS ON SHEET$ N� �J INC. 70& 78 TYP._fjY�IYe FULL HEIGHT. 6 6.SEE ANCHOR SPACING SCHEDULE FOR IRSTALI ATIONS INTO WOOD FRAME z P) +� � � BUILMN�OONN SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES Typ Cu„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED H CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY Li SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABaVE). JLUL B.MMMUM SEPARATION TO GLASS SCHEDULE.PER AWN E-1995: @�(SEE PLAN FOR REQUIREMENTS) WIND ZONE MINIMUM SEPARATION 70 CIA55 D H TYP TOP&BOTTOM -_ —UNLIMITED WIDTI+--- 1' ELEVATION 1AN.SEPARATION TD GLASS SEE SCHDULE ON SHEET 11 FOR HtDEQ) IXISTING GLASS- ——.�— AND ON THIS SHEET FOR BLADES CD&@A _ _________ _____�_t`-.-________ _---__-_-___.-- 4 / P. 1 } F5s� 1 _ TYP. SYM RI—CENTEftMATE5 07. W/2 OR�5)AND T /1 I W/D (SEE NOTE 4 a6avE) PLAN � @ / TYPICAL () HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (14 SHUTTER* N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ,`X,kN11�f 1 N /fy 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ,.`�`��,�E.•• •. c�� , BERTHA HVTM "�•' 10EN ✓''. �. • 9'S Accordion Shutter System No.441 7 B L E C PJ �Ne. ■ ■ ■ ■ RV. runt#1 W/OR W/O Kv.vow,f'! w aaDE ='�' •* - = American Shutter Systems V•F DESCRIPTION DATE ORANR BY: MP TILLIT TESTING & ENGINEERING COMPANY ,�rLfJ2� Association, Inc. 1 OLD n-1m /z/z6z DATE: /2/2ozo z 9•, STATE 0 sass N.W.3stn.s1.,s1d DOS.NRGPnA GMOENS,ROWDA 3316 4268 Westroads Drive 2 y Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No < _-1:Ulteeo®001—m West Palm Beach, FL 33407 3 '%�+��ts•,1DRID ��,�, _ CA-0006719 4 20-164 ALIIT G`SEAL/St IGNATURE/DATE WO RDA ua#44167 5 SHEET OF 20 bin 11/2"x6.a3STNICN -16d•n ...,:VARlES•',I INSTALLATIONS Wf � HV BLADE & HV CENTERMATES (g Min.ASi4 A-653 GRADE 40 - -I 2.000•Max. MI.0-60 GALV.STEEL T'--.;;;?.;?t�* '1 q3b INTO METAL STUD WALLS * 083" g I at METAL STUDS AT 18'O.C, w d© ----' 0 6 o.a( 1/4"o NOMINAL W W t/z' j a75" 38 r GENERAL LIMI 0 AND CONDITIONS O USE III l h�Q ALUMINUM SLEEVE c{� FOR BERTHA ��HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 3/4'x 6,/2 o.035•TRICK MIn.I a3c — 430 T 12 NS SYSTEM INSTALLATION TO METAL STUB WALLS CONT.GALV.STEEL TRACK CHANNEL 10 6"O.C. ®6"O.C.'�L_1 J.000' ASTM A-653 GRADE 40 Min D-60 I SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS I I' Ii i1�l. w/(2)g6x1/2'TEK scRLws oN I EXISTING FlNISH 3g 1 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) �L ^ Max. INTERIOR&EXTERIOR FACE I AS APPLICABLE I i f a 2. MAX. SHUTTER SPAN: 84" wIND ZONE MINIMUM r 1 ASTM E-1996 SEPARATION 43c LENGTH + t"I I MIN.SEPARATION EXISTING GLASS-N TO GLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) Q3 N 1 THRU 3 1- 43 1 f 4"0-20X3'° BOLT 4. ONLYAENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I m f •) < MUST PENETRATE 43c 1' I 4 m WITH 21 ARRANGED IN A SYMMETRICAL LAYOUT. USE OF (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4•x 6 1/4•x 0.033"THICK Min.i EXISTING FINISH , i INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.373"-i fT.QALV.STEEL TRACK 111 pANSR J CHAN LI I ' C- TE. s s ,A-653 GRADE 40 Min. J ALVANIZED FASTENED TO STUDS (2)(6x1/2'TEK SCREWS ON T TER10R&EXRROR FACE N�a 6, 0.6.O.C. L - �. "±� 1/4"0-20 THREADS r W w ^, � ** 43c 1- ELCO CONSTRUCTION 0 BLADE SLACK DETAIL HVF IS ALSO VALID FOR ---_----- 1/Z' 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD 6•x 1 1/2"x 0.035'THICK W I -vnRle's`.^'I - 43b Min.ASTM A-653 GRADE 40 .i ;.Z',Utili1.j ® 6" O.C. COMPONENTS Min.C-60 "V.STEEL ti 1" •� METAL STUDS AT 16'O.C. Nin. '.;•'`. ,.,'� MS WALL HEADER/SILL INSTALLATION (�EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1- �(TYP.TOP&BOTTOM) ___-___-__ _ _ _ -_ 1 3/4"x 6 1 4•x 0.035'THICK Min. GALV.STEEL TRACK CHANNEL.GLASS NA- G MG- 60 GALVANIZED FASTENED TO OS I 1 I I - SYMMETRYCAL SYMMETRYCAL "" `r" �w/(z) S6xT/z TEx scREws 430 43b "43c , MIN.SEPARATION:,VARIES;:-. I I INTERIOR&EXTERIOR FACE CENTERMATES W/ I I':. i::;CENTERMATES W/ 1 I . :,. To Goss 2 I I : :(SEE SCHEDULE)'•(Mox_,.. I (..;EXTERIOR ACCESS SIDE: (.'.INTERIOR ACCESS SIDE':' I .I 4.. . .. .. 6"(�•)— IN 3 ,(6-Min.) ----- IN---------------- --- —--- ---------------- ____ __ ---- —_----------- ---------- ----------------------- --------------------=- ----------------- -----I-__ _____ ---- - - ___-_____—__—__--_ ____ --�___._.-_ __-.—_._-- _---_L_— _---_ —___—___--____ -- -__________—_—_—__ __--__-___-_____ _-________-___-- -?___ ------- 2)42 - - ______ _ _ _ _______- _-• 21 21 21 / 21 I �� LOCATED AT I -- --------- ---- ------- --- - --- -----------� I=------- ----- - -- - -- ---___ NN HEADER/SILL END O �/ \r -------- ----- — ---- ---- ------------- s VIEW Y 4 12 I 3 1/$(Typ.) 1 (6"MI"') 1 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2'(Typ.)----- —7• T - � 6 t/2"MAX. SLACK *'k •1�A EyR BLADE SLACK DETAIL HVF VC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: ` 1U1tI ��4/1 / 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. P,. BERTHA HVTM S�: \GEh .,9; S S A Accordion Shutter System _a No.4 4 6 =� r ""— E C 0 a c. ■ ■ ■ ■ H v. BLADE1 w/OR w/o H.V.W1NDDuv BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter SystemsV.No DESCRIPTION GATE DRAWN f31': M.P •a•• STATE F • 61M N.W.36th.St,She.305•MROVIA WDENS.FLORIDA 3]16 A930CIGtIOn, Inc. 1 OLD 17-107 /2/2D2 DATE: W2020 .pP.. :4� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No fir'• 'ZORI F.'�� ­.I:61tecoO—en West Palm Beach, FL 33407 3 • ,.• Cn-0006716 s WALTER A TILUT Jr.P.E 4 20-164 *''1'''/0NNA, Pr�tE ASEAL/SIGNATURE/DATE FLORIDA Uc.p 44167 5 SHEET 6 20 of 20