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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGE.. r BCIS Home Log In User Registration Hot Topics j Submit Surcharge ; Stats&Facts j Publications ( Contact Us BCIS Site Map Links j Search Florida 1 ER Publicduct US Product Approval Menu>Product or Application Search>Application List>Application Detail : ya; 'rg p FL# FL389-R10 Y; Application Type Revision Code Version 2020 Application Status Approved Comments REVIEWED FOR Archived CODE COMPLIANCE Product Manufacturer American Shutter Sys rl3ssAs o� tiifn! .COUNTY Address/Phone/Email 4268 Westroads Drive B®CC West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative -glee, Copy Address/Phone/Email ids 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389_R10 COI COI ASSA BLADEl_.pdf FL389_R10 COI COI_ASSA_BLADEI_Z.-pdf FL389_R10_COI COI_ASSA_BLADE3.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 1 of 3 1/5/2021,5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.. 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 3-(Nan-HVHZ)- Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10_AE_PER ASSA_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 unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)- Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R10 AE_PER_ASSA_B LADE 1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.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. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_RIO II DRW_ASSA_BLADEl_2.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_PER ASSA BLADEI_Lpdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Back FNext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.-CQpydQht 2007-2013 State of Florida ::Privacy Statement::AccessfbiliN Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click help_. Product Approval Accepts: 2 of 3 1/5/2021,5:00 PM GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7B1 mRION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION,SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620.OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONOTTON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV.BLADES(D& AAA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. 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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS yYQ'j 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 MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SliEEr 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 90214.01-03. #0715.01-03.01004.01-05,#1214.01-05,#0317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV WINDOW BI AT)E 1nA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2 At 3)&#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE (WHERE APP ICA E) -HV WINDOW BLADE ®00505.01-08 AS PER ASTM E-1806 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2 HV BLADE(j 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(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275"AND#140.75"RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND I80 kei 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-TS ALLOY IS 30.0 keI AND 35.7 ksi 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 III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLACK SHEET 12 5.ALL SCREWS OM BE STAINLESS STEEL 3NG OR 316 SECTION SERIES .3 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k6L MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 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:HV BLADE Q: 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 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 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: HV WINDOW BLADE I%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 BEM 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 C1�ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV 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 15 APPLIED TO. 13.(a)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 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. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (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 M 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, 02020 TILTECO•INC, 02020 EASTERN.METAL SUPPLY, INC, BERTHA H!6'TM E C O N �B ®�® BI Accordion Shutter System KY. oDE#1 w/OR w/o RV.WINDOW MADE N0,44157 N TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV. DESCRIPTION DATE DRAWNRY: M.P ? 6355 N.W.361h.St.,St,.305.MRG"GARDENS,FLORIDA 3716! A990CIatIOT1, Inc. t OLD 17-107 /z/202 ORE: 7/2/2020 STATE F �'� Phone:(305)871-1530.Fox:(3D5)B71-1531 4268 Westroods Drive 2 DRAWING No o-mall:111aco600l.eom West Palm Beach, FL 33407 s 0RI CA-0006719 '•.....,. ,•'� `� WALTER A TILLIT Jr.P.E. 4 20-164 O/ONAL . ,"<EAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 1 OF 20 I ' \p FOR WINDOW BLADE® C VARIES 0.454' Y/'L S+( w 4I in.09b1� .. _cw 1 ! 1 m f I _4.371'._.___. 4.857^__�.. 1O HY SOLID BLADE 3�HV UNIVERSAL FLOATER -�• (5)HV 90'f 1 BO STARTER C ERED UNDER US PATENT # 5458179 a, QUAUFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADEUI ®HV DIRECT MOUNT HV eLADE01 V NDO B DE# 6005-T5 ALLOY ANO TEMPER QUAUFIED FOR UU(1SE W/ HV 063-T6 ALLOY AND ER -SEE LIMITATIO OF USE OF B ON SHEET 19 6063-T6 ABLAD ArI6 TEMPER •373' '�, 6063- 0 TEMPER 3_226' 1,5 -. 085' 67 7 w 072 l oq,.! __g�. '•�•� r8.26a70` �6 1_0 0_ N -TinI 4.897' T 0072— 10. V ADJ. ADAPTER nl i3 2, 1.375' QUALIFIED FOR USE W/ ® —.920 1- I !:_ I �HVoWALK-OVER TRACK I ©HV ADJ. FLOOR TRACK BLADE 1 QUALIFIED FOR USE W/ HV 9OHV TRENCH TRACK -1 1,255, 3.750_ - � 063-T6 ND TEMPER BLADE(1 QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADEO --_._ QUALIFIED FOR USE W/ H 1ONLY./ 1 BLaD HV RAINGUARD n 6063-T6 ALLOY AND M 606 - OY AND TEMPER -I VARIES TEMPER QUALIFIED FOR USE W/ HV N m 1_ 1 9T5'__ ---- BLADE f; (1� �6x.T- � r � VARIES L936" 6 3-T6 ALLOY AND TEMP of o. 4,_OIS3' ,�L.083' o� i .083". . � Iof .12— ___ I_ on , 16701_3.52 �BB8'.-r, ^1 670_3d20�060` mI no 1670 11 HV CEILING HEADER 1® HV HEADER SILL 13 DER SI --_.__3.5z9-__. .._ QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUAUFIE FO3RT6SE W/AND B MPEROONLY QUALIFIED FOR USE W/ HV DE� 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS F IDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER AND TEMPER BLADE T ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 1 8 T1 T2 I % Y 1 MH XMNYMFLt 17 2" 5"MAXI 1/8" 1/8` 10.090* 2' .5"MAX. 0.192" 0.192" 16 SIDE ANGLES QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5` 17"MAX. 0.190" 0.190" 20 CORNER POSTS BLADE 1 QUALIFIED FOR USE W/ HV O QUALIFIED FO$USE W/ HV ------._.-..�....___ .1_.____ (, i i�"'"'"" BLADE 1 6063-TB ALLOY AND TEMPER BLADE 1 ONLY. I 2" IS"MAXI 0.139" 0.131' 6063-T6 ALLOY A D TEMPER 6063-T6 ALLOY AND TEMPER Is FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone VV�t 1ll,�l11 i4�,7j' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. ,, RERTH-A H_VTM s`P'\�\CEN I L © �N 1:. ® ® ® Accordion Shutter System No.441 7 Hv. MADE#1 w/OR w/o RV.WINDOWBLADE American Shutter Syste TILLIT TESTING & ENGINEERING COMPANY ms EY.N DESCRIPTION DATE DRAWN 8Y: M.P a' STATE 0 b 6355 N.W.36th.SL,Ste.303,MRGPDA GARDENS,FLORIDA WIG, Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 •, c �02cJ Phone:(305)871-1530.Far:(305)871-1531 4268 Westraads Drive 's DRAWING No •'`•CORl01 / o-molelltow9ool.00m West Palm Beach, FL 33407 s •... ... '�� — DOOD7,9 20-164 a sIONAL wFLTERLORI A Thin dr,44 P.E. 4 ''7'rr SEAL�SICNATURE�DATE FLORioA Lie.p a4,67 s SHEET 6 2 OF 20 rr 1 �.._ F._......._J..__•6__....____.� Q�92�I FIAT HE1U/=• _.. 1THREAO DIE CAST 10 z:293' •743 , i _ _,i o.,-7�4' s M S. HOUSING.'f WEDP ENAMEL ,/a•-z __gs_____• _ _I 5•. [IRKED PANTED ED{ .-•DIE CAST I I �h0• a --r --I r-{'�-'- I � S - I I � v. (z TIP.) Si HOUSING ENAMEL _ j,all o'^I, _ •I =I • I :1 ry �9-© BN(D7 RANTED m o • - r 1.325" ai I o' a -._.. m3.- �(^Tf r q .,.EGRESS . --�,, V, �c• _ J KNOB. 14,II o L_�__-'_ ar NI d O`Oryi _.._....____.j .318"�875�- e,q I _: ---I I umi' -T .BRASS DER 1.BRASS CYLINDER L-____,____-.._.._____ �.___._ 5q.• a�' 'kKEYS NRDME • (CHROME PLATED) t...__._.___-.i- I U r I __ ,mil PLATED) QUALIF 2FOR USE W BLADE 10& 1O ONLY �2 H�/ FLOATING CENTER 5^°'•e °sou,7�.3z m;. l ® 9C ® HV EGRESS LOCK 606 — LOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE[7)& 1 ONLY �� ____.__3_023'_ _._ Y �.e)s, QUALIFIED FOR US W/ HV QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND TEMPER (�` TE BLADE 01 & ONLY. BLADE 10& ®ONLY. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 250'O.D. _-2.874 6063-T6 ALLOY AND TEMPER P C HEAD -a'i-'= _518- 518' i ...1.756' .92 _32 L. M SED ETWO._, ml 'rm __ _ _..—.»__ �I .I ._.._...__.. _._.. __ I.__. nL llllll------ .360' . �I Q I o; 1. a' �,62$_�•?I AFTE RNETING • „I r '�'m.'O6�• - 1n; nt / n / �� BEFORE RIVETING 4 A �0 S 3 E " — O I UT I mI m� m; —oll *SEPoE9 9444 ALUMINUM(2024-T3 ALL RGE FIANCE THIN ry1_ .822� SHEEP NU75ER7,PARE$0820,AS ACNREO 9Y AVDEL PLAN FRONT ELEVATION ® VMALE—`I LOG, C 1 _ 4-566_ _I CHERRY TE%rORN,Pai51PPENY,N JERSEY 07054 OR EQUAL © LAOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK E LOCK QUALIFIED FOR USE W/ HV BLADE i@ONLY 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 13LADE(11ONLY QUALIFIED FOR USE IFlED FOR USE W/ HV 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER- W/HV BLADE Q ONLY. BLADE Q ONLY. -3.181_.__ 0 063 .��-'"�m "-a--2- 432�__._._ t,039-p4 THUNDERROR .214 w .06 _ � t.O62" I I@Y CYLINDER m l I _ .545' fin e )n .v 0.17$"Min. .°R• -) .__I i•+'m� of r eq 1 .125'Max. 31 C 0 OC G O .405 n o 0 O © HD CENTERMATE W/ LOCKING ROD UALIFIED FOR USE W/ HV BLADE'I & A QUALIFIED FOR USE W/ HV BLADEs1)&(1A1 n 6063—T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT RIES, 60 TAMP VA 1Z"MIN. _ QUALIFIED FOR USE W/ HV BLADE OI & 1� ! �� of 1/4'0-20 S.S.OR 3/8'o-,e 63-T6 A AND 130 6063-T6 ALLOY nND TEMPER J.7 '-•ACETAL 7NUMBSCRLYlS. —I *1/2' I I _ •-THUMBNRN (SEE DETalS) I_—.4 `. --..'CYLINDER OR KEY 1.57 Min. CYONDER __.J b m- • *• ® HD LOCK 1.78`Max. ® LOCKING ROD QUALIFIED FOR USE W/ HV BLADE01 --375'0 - 4 � 6063—T6 ALLOY AND TEMPER © HV 318"0-15 METAL (3� HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. s1oJINSTALLATION WILL REQUIRE A 7/16" H THUMBSCREWS SSERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& DTTiiILLED AT TRACKS FOR PROPER EMBED NT QUALIFIED FOR USE W HV BLAD ,1) QUALIFIED FOR USE W/ HV BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 Y fyS7" � 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. < BERTHA HA H tl TM �? v�cEr,sF Accordion Shutter System No.'44 67 'LIECOL N c At® m mp ® H.V. BLADE#1 W/OR W/0 H.V.WNDOW MADE 7L;' r-;-�•�� American Shutter Systems EV.N OESCPoPTION DATE DRAWN e/: M.P "a•' STATE F TILLIT TESTING & ENGINEERING COMPANY n^�^ Association, Inc. , OLD 17-107 2 202 DATE: 7 z zozo ,y-A.T/ 8JS5 N.W.361h.SL.Sle.JOS,VIRGINk GARDENS,iLOPoOA 3318' // // F .' Phone:(3D5)871-1530.Fox:(305)871-1531 4268 Westroods Drive z 4ORI P •' a-mail:tAle�o®Dol.00m DRAWING No .� West Palm Beach, FL 33407 3 /, s•'••••••• x CA-0006719 - - 20-1CA A.TILUT Jr. ��S'CNAi V'SEAL/SIGNATURE/DATE YFL�A Le #44167 VY 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HYM HV 12"MIN.JlEk9 NCE TO OLADE TOP 0625" 1D HV BLADE 1 1-40 -� �_ I i I I E GEI ,�A 1G75''-I._. _1�_-HV BLADE 1A \I j i .....� I1f4V WINDOW BLADE .0625' S"I•NDN x-x .OG25'I .0625" BLADE'S i .1875" Y ® HV LONG RECESSED NYLON BUSHING °x o III n KNUCKLE I 4\ m OPENIN I .0625-1' 0.0625 ;*OPIrrP 39 HV SHORT RECESSED NYLON BUSHING jl I _ f`J o¢: I t I RAT PORTION II R1J50 I ® HV NYLON HAT WASHER Q OR ® O w ,...r_ �' •m I j I O[ BIME._�L_ fl CnERIDR f �/ �375U" T® HV WHEEL CARRIAGE AISI 302-303 SERIES %/11 X 750" 1, r 0.870"x3/16" THICK NYLON WHEEL. I r 2 7/6"MIN.. I0:: 2 ' N'/i+aNDow0.188"0 AISI 302 SERIES S.S. RIVETS -I ---�---- 0 NSEPALRAnON! i m3.00 "�_ 03 75011BETWEEN .OG25_iIHV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR .t -I �I-� I; o oPENNcs ' ON 5 3/4 S0626"..._-... I7500' .HV 2 3/4" ACCORDION PIN W/ #8 HEAD * L__.._. � 7I" I I '"�Z'1/a"' Fx ERroR E1FWjflQN.I"__ -I. O .� r1 _t I�r� .._i. t CLEAR I "cv ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I ;r-IT ,_1 I l i IBTiesEN TYPICAL HV WINDOW BLADE f11A AND I __ POL CARBONATE HV WINDOW DETAIL �_ tl Q OR ® 11t`—® or N.T.S. N (SEE NOTE FOR I I I REQUIREMENTS) I @OR (a I �. / *POLYCARBONATE IMPACT RESISTANT HV WINDOW -r BAYER MAKROLON 3103 POLYCARBONATE P RESINS, UV-STABILIZED GRADE OR SABIC ' � , I 12 MIN.C CE 'z " TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN .�OR ®_-- --� eDCG;� (SEE NOTE "FIT ON SHEET 19). i l i I (1) HV PIN ® SHALL ALWAYS .BE USED AT ALL EXTERIOR - 3® ; '-1 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ! I - l- I ( POLYCARBONATE SOURCES FOR 44 HV 1© BLADE- TYPICAL SHUTTER ASSEMBLY r `; ,� EXTERIOR APPLICABLE flESVLT TIPICAL PROPERTIES SFANOWD N.T.S. HV PIN 42 OR oM13 AT RVERL7xx u / '� � (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR "}3}! 4 PIfIDFdI: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O BLADE'S KNUCKLE.m0.324" i (SEE NOTE r FOR sPEa lc cpamr as1M 0792 0.043 Ib/i,'� O.D43 Ibrd BLADE WHEN CORRESPONDING TO INSTALLATION •'l1", SHEET 7. { {L. 4 REQUIREMENTS) {[{[{(( 'TMP ITS i � �i TENSILE YIELD SIflENGTI ASIM D&70 9,900 p.s.l. 9,000 p.a.f, (3) HV PIN © OR FLEXUML Wi NGM AT TTELO WM D790 125.P-L 13,400 p.e:. Q3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 FLFDWU MODUL AS1M D790 3.0.000 P..J. 3..000-J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, `�ejor .9� I I' aaeAe1 SHEET OD I NnrEO R°D ASTM D236 18 FT-m/m 'I Fr-LL/M I I DN mD M2' ..: -WHEEL CARRIAGE DETAIL S.OxE ONsR A"LL 02843 47.2 x 8431 x MA% N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASTM D535 C-1 CLASS C-1 CLASS t .�`. SELF IGNITION ASTM D1929 1040 T 980'F 3ED&ULD±RMG: ASTM 0155 TE49LE STRENGM AFTER WEATNERM ASM 038 eJ02 p.4.i. 88Q P...i. ff) HV BLADE SOLID & 11A HV WINDOW BLADE DETAILS TENS ES,REA BFFDRE WFAMERI"° ASTM 938 B46,°.°`, p88p N.T.S. FLORIDA BUILDING CODE lion High Velocity Hurricane Zone 1t(IIJ111 J 02020 TILTECO.INC. 020p2,�0 pEA�SSTTEERN MaxU SUPPLY, INC. ��- BERTWA £E 10 TM �� ® � 0®�� accordion Shutter System F = H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE NO.44 g American Shutter Systems EV.N. DESCRIPTION DATE 'DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 &353 N.W.36Ih.SL,St..305.`ARGMIA GARDENS.FLO.DA 3310 ='4'• phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z _�'• STATE F p-rR011:t t0coa001.c0m West Palm Beach, FL 33407 3 DRAWING No :'CCI: CA-0006719 20— 64 i-��cs•.,,ORI ,,•N, ``"{ � WALTER A.TILLIT Jr.P.E. 4 �'AA. s/0 l`) &L/SIGNATURE/DATE FLORIDA Uc.R 44167 5 SHEFT / NAL AY 64 OF 20 ,. nNNNu *NOTES ON HV LOCKS AND CENTERMATES• A B C 1.MANDATORY CONDITION/1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTA TIONS T ANY 1 ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED i01 OR q3 Yit hi I n In 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 I @) O� - TYPICAL SHUTTER ELEVATION. 5 -4 1 J5 16 axRO i I I I 2• OPTIROAL PPISID11190#11:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1 ' LOCKS OR Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR @ SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD—HVB_ H _ 3. OPTIONAL CONDITION J2 (VALJD ONLY WHEN MMDATORY CONDMON 11 OR UMTTEB MANDATORY CoNpMON o s f2-i5 USED W/TWO H.V- LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY -f4'!'. aRg6 oBiO oR® �" -Q}"^® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE v I J MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION/2: ONE HV LOCK 2(,� ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ' ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.M.S.TWO LACKING RODS o xoc-11VC I I AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p— �• ® + IS MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � � 5, USED 9R 22 1 ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN NSIDE OR OUrSIDE.LOCK.ATTACHMENT I C OF 1/4"0-2Dx3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4-0-20x3/4'ALUM. / x�y o � NOD-HyD I '3g� RNNUT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6.MANDATORY CONDITION,3 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK®or®or® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALIA710N5 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 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®Vl/ CONNECTION f j + �"�-35' OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L M 1+ W x SHEETS 10& I8 TYP. FULL " I( 1 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND ALTERNATE To MANDATORY I VAUD ONLY FOR HV-r LOCK Q-kHD COGERMATES Q AND ---------_--.____.._._.. - -- -----uHuuD6o vnmx--------------------- - __-•...___1 CENTERMATE ONE ALTERNATE HV"T'LOCK 6d MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND QoR®0R©+OoR®ru 10 +13 FIST—ALLAl10N AT ANY ELEVATION.ALTERNATE LOCK Rp Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK(D INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10+15 oR©+Oo 1©+©°p -- ---• CONNECTED TO CENTERMATES®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"0-20xl"S.S.M.S. INTO A 1/4% 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©+O7 +ODR©+O+18 aR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. Q+®aR Og+O3 aR t®•�s aR�+® *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK��W/ HD GENTERNIATES 41 OR(32 W/!� ONE ALTERNATE HD LOCK T�MAYBE USED IN DEU OF TYPICAL (1' HV BLADE SHUTTER ELEVATION HV LOCKS�2g OR 2Q 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®4 TO®IS W/3 e8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HD13-MW 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. 02020 EASTERN METAL SUPPLY, INC. BERTHA, H l0 TM ��P\' c. �,\CEN� ® � ®�® Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE No.441 - American Shutter Systems 1EV.No DESCRIPTION DATE DRAWN E1Y: MP *; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 17-107 7/2/202 DATE 7 2 2020 6355 N.W.3511,.St.,SW.305.VRGINU GARDENS,FIDRIDA 33161 // STATE Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �'•, ��iii e—mall:late..0-1— West Palm Beach, FL 33407 3 o<ORID+ CA-00067ID 2�-164 %,�`• ` WALTER A.TILUT Jr.P.E. 4 FLORIDA Uc.#44167 5 EAL/SIGNATURE/DATE SHEET A'7��`S/CNAL �•,,�`� 6 5 OF 20 ,_ uU 1 ;-CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK,' POURED-� (SEE SCHEDULE ON CONCRETE- SHEET'13 REQUIRED / ,-•1/4'0-20x3/4'S.S. CONCRETE '�\ REQUIRED 1 I ) - +• f CONCRETE ANCHORS i MACHINE SCREWS REQUIRED_ _ .L >�1 Fp (SEE SCHEDULE ON W 14'-20 CONCRETE ANCHORS ��_T• r`7, _., I 17 18 OR�A cE&oNE(SEE MOUNTING®ON SHEET 7) ( ,% /' � SHEET 13) i(SEE SCHEDULE ON SHEET 13) T %� / 1 % / NUTS O 12.O.C. l I ---I!.%///i;/i�////,/1/j%/2:I�fI_.-�_'t,.,?,.+_%/�r.'�%'/'__._S._QF_... jI II I II-II� %,.� ._.....__IIIII..I.I+„I_-I - I�',/,r,rIL.0;'.r f��%%J"I/E/U.�O"z:.��/•iI/'Z/=__':/y.=,%'=i,'ii��it I-II III II I II-�r1'(�'f +ir l-II2(F 0 x 3/4"S.S. i T.•,r•;-';•_!_._..__%_._r_/_ I''I M ln. ..EQ- MACHINE SCREWSEQ- - USING 4-20 NUTS IEQ ® 12•D.G. r.250'Max. ORfj - 33 250" I MGx.E�D.E. ax.' OPTIONAL it Lu ON iII�PTIONALE. D! 1 ID MASS OM SOHEDAE ONr sN MIN. SEPARATIO O GLASS .1MRHre(®R OR EXISTING (SEESCHEDULEEXISTIN � ODI+ ------- GLASS ON SHEET 11)MIN. SEPARATION TO ErSCUS -_ ...... -(SEE SCHEDULE ON SH11).._ I Tr-•'-." r E TING I 11 I I �A HV WALL HEADER INSTALLATION GUL�s,— — ---- —I` --.t_I_ ©ALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE .. ----'-- ---- IXISTING _ __ I my M"� � I MIN.SEPARATION TO GLASS I�T _ 1-01GUSS� i r I r • I .___ __._ ._ (SEE SCHEDULE ON SHEET 71)- rITODASS(SEE i I I I -"1;OR i �j I EXISTING L_SO4DLLE ON SHEET I I -- MIN.SEPARATION TO GLASS I I v GLSS--J 11 FOR BADE mM'D rhl I I i(SEE SCHEDULE ON SHEET 11) ON sEEr 19 FOR k1 {m{ I ` i-OPTIONAL t3AD6 mg® �1�� It;� EXISTING I r / t li i I r it I GLASS—i I i �`,,C.O!• / i i I i i 1 a S1/4'Max. l_E.n•''!_�__.'_ \I I I I Max. OPTIONAL I I I, •/' I E. D.� i i / % i i i i I :'i%i E.O.•,/ I -� 13 oR O 1 1 i I 1' 0 It .�''', b, t . 1 9 I_.EQ+•�-EO... 13 OR 1—� r ri (12!oR14 1 a --- S.S.EQ�EO-I PHILLIPS TRUSS HEAD 44 !', 1/4"0-20x3/4'S.S.PHILUPS =^ /•'/ / J/ OORO MACHINE SCREWS USING ^1,.._...L,... ^�CONCRETE ANCHORS I__..TRUSS HEAD MACHINE SCREWS -1 ..1J'•-=---1 -CONCRETE ANCHORS 17 18 W/ 1/4'-20 NUTS® 72'O.C. �. I_Y I/4'-20 NUTS W 12"O.C. (SEE SCHEDULE ON POURED CONCRETE_J (SEE SCHEDULE ON SHEET 13) I, Min. POURED CONCRETE SHEET SHEET 13) %; '' I, OR CONCRETE BLOCK OR CONCRETE BLOCK -'- —+G-l--'- -iCONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF POURED CONCRETE HV WALL SILL INSTALLATION _-' SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION I-EE SHEET FOR PI AL SHUTTER INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHURER � ASSEMBLY E.D.= EDGE DISTANCE J`'• SEE UTAOITATIDNS OF USE FOR !, 1,� B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON S 1 H Y HEET 13) BIADE A ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ``��2IIII,�+IIIJ.) BERTHA H Y TM Accordion Shutter System /7TE6�6 , c. W ®S® ® KV. MADE#1 W/OR W/O KV.WINDOI V BADE No,441 7 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y [v.N OEscRIPnDR OATS DRAWN In: M.P bti Association, Inc. I OLD 17-107 7 2/2az DATE: 7/2/2020 STATE 0 � essa N.W.35tx.sl.,sl,.305.HRc vu cAnel7 s,Faw A 33I8t Phone:(305)B71-1530.Fox 305)871-1531 4268 Westroads Drive 2 e-moil:tit,rn®ocl.m West Palm Beach, FL 33407 3 DRAWING No cA-0006719 NAL 1 `SEAL/SIGNATURE/DATE vFLORDA Lc.6 44187 s 20— 64 SHEET E OF 20 POURED ___ CONCRETE ANCHORS CONCRETE..._, 4, - SE UPE9 Ef 13) GLASS(SEE I I„ --"...�.1, OR ® 1 I I I MIN.SEPARARON �{ I I .. } N�klf� 1 I ISTING I.,I•'-0 To CLASS 1 11 on- REQUIRED "\ ' \ 6N 9+�' �'t I I O �Ua - 11 MR RAO E m07a I I GLASS I tt I(SEE SCHEDULE ON' I F _,I,..,,,._/__i_�-__._-•.. 1.-- E OF I an 9tffS tB FOR I MIN.Sf_T.. I Z I I SHEET t17 I SLAB IF I BD06m4 I To ZM I i ' (s¢scxEaaE- Y APPLICABLE E%GLANS ,, GLASS fr/ / I,/i'/` ''f'`•` i III—i \ I Il li I ALTERNATE' i I I I ' I I I i-Eq, f/ i ANCHOR` I ' EXISTING . I ./. %'✓:il I �'/'f i�'.; LOCATION SUSS I ..I-- -j1Qx3/4"HEX WASHER H'0 i I I i (.•'jF, !� '/ I t /'!^',,/,' ! 1 1 aR 13 J/B MIN. lEK OR 1$ SCREWS© 12"O C. �. r i J/B u111tID �• i CONCRETE ANCHORS I -•�$r / F EDGE OF / F I I I i / SLAB IF SEE SCHEDULE ON SHE 13 1 F i APPLICADLE O _ 1 ( ) �' F FOI EO. F F - 'J IXISRNG EDGE OF GLASS I I' EDGE OF--I% i�/ F i.!�:' `ili,• it �%• '�i' I �• SLAB IF I / / �11_♦-.'F F`%� I I SUO F I! 1 /j ;/ ;•. �1/2 I-1 :i EDC OF `. / ; i�, • ,J APPUCABLE ' TD LASS SES ,I I MPUCA LE �,/ p'_.1 '. 5 IF �` I AP LICABLE POURED POURED 1 _ FLAT NERD CONCRETE ANCHORS Sc'..W 9A1a ' ��I _ .'F '�; '�'�, .• CONCRE7E._.I _._ .._.E. p s CONCREIE •-I n FOR RACE0"I � n -� POURED-' �..�._ �LL.:.�:L..L�:,.,:_.e : REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 14) ON SNEET 19 FOR I I i1 j OR CONCRETE �! If II FLAT HEAD CONCRETE ANCHORS � _, ,1 _�Il REQUIRED ------C. D.•---+, 1---E.D.•— (SEE SCHEDULE ON SHEET 14) FF 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE#3, SHEET 11 ExlsnN T---wnr strN+mlox— -� CONCRETE ANCHORS GAS-i_____ to ass _._ o auss _ I'I ----� 6 (SEE SCHEDULE ON' --(SaEELpvl�----_._ I _I_- SHEET 15) ! 1/4-0 an BNL6 TAPCON W/ EXISTING—� 1 ' E%ISTING— ' ' EXISTING _,_ _ ,._.-. �._ -_ .- ADVANCE)THREADFORM C TECHNOLOGY OR 1/4-0 MIYERS 1 GLASS I i � GLASS AOATION ra SUSS r__I__._t GLASS—t I I FASIENERS TAPPERS CHORS W/ I r-MAX." _ '1(sTi•WlFi:utt oN sxt[T It7, 'i — I. "O .I MN,LO•arWidt To nA:S + _ 1 3/4'MIN.EMBEDMENT ra G" 1 D 1 r' III-f j I LsLE SGEDxM on SNEt,1 I I) 1 I i I I O.C.FOR UP TO 0'-0•SPAN AND I 11I 4.O.C.FOR SPANS LARGER TIM I. 1 1 I I 1/M1• V-0"UP TO B'-0•MAIL APPLY MAX. / I I T YV SENAaIf AT EVERY FASTENER NFAD ' $ ' !8• EF11 D• f I,' I _ N10x3 4 HEX E n• i r} ( .)(� OROUANIAnoEETNsy�i'7" 3/8"-- /•. 15 I- ' _ �'. 1 I j j i WASHER HEAD i ( I--} -..__. .0 MAX, I /'j ' II 1.yN. I 1 ,•-TEK SCREWS r ,T COW.5En1AM - '� (/1M1x3 HE HEAD !1 3/e'.- •Y L' nv "n. 012'O.C.i 13f8 ! T i® li i III I'_- .1 7//%jF//. TEK 5 EWS 9 9'Q.C. I I I I OR /4"0-20 S.S.M.S. CONCRETE ANCHORS _ I I I I 1/4 :•• �I,. s�!/ � 1/4'a-2Da3/4'S5 MS 1 l 7 lj-J- 1.1 19.1 I II- % /•.'%� r-^NSwt 1/4'0-20 NUTS W/ NUT®9"O.C. - (SEE SCHEDULE ON 1,2 ..f ®9'0.C. .f'r;=-- Mox. I;, •' /r'�' \ J / /1_i...-/"�_ I 1 ? •-, .[fin_ ••..1,• vT�ii a 17,D.C. `: SHEET 14) . •., ,//� I ? EXISTING NON STRUCTURAL EDGE OF V ' F 17 R}$ ` •yld• ,�I2.00"MIN.eke -'WALL TRIM(DECORATIVE .''19:• E.D. n SU) '_fl14x3/4"F.H.S.D.S. A71N •! ; t 7%B';F-_._1 7/8 I ! ; _ APPUCABLE_., 1 i \ L._.;, _..,� ®9"O.C. I - y.- POURED LONCRpE CONCRETE ANCHORS SEE NOTE 13(b) REQUIRED ! f ! / /' 17"- !E•D '" '--"'- POURED CONCRETE--I (SEE SCHEDULE ON ON SHEET 1 �SEE NOTE 13(b) ! / --'-{�---•� FE.D. F / OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE-'- ON SHEET I -- L.-_,.._�=11f__l_.__< REQUIRED OR CONCRETE BLOCK OPTIONAL-' POURED REQUIRED ®KEYSTONE MOUNTING INSTALLATION CONCRETE'- O HV WALL FLOOR INSTALLATION � NV WALL WALK—OVER INSTALLATION IMA:.UUN SHUTTER DESIGN PRESSURE:144,-72 par REQUIRED U HV RAINGUARD INSTALLATION t L TION SHALL DE NOTE FOR GOMBINA710N OF SECTIONS: *E.D. v E/GE10STANCE HEN PERFORMED SEE$HEET 4 FOR TYPICAL SHUTTER (SEE SPECNS ON SHEET 13) ADJACENT TO AN OPEfiABL£E%li DLADE LIMITATIONS TA IONS OF USE FOR 2- M UNRNG SECTIONS CAN BC COMDINEO INSTALLATION DETAILS WA/ C) H V 6 LA D E IN ANY TO SUIT ANY INSTALLATION. p FLORIDA BUILDING CODE Won High Velocity Hurricane Zone, ` �aL1iil1)IIII Iljl�A��// 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC, .......,,(.!T�,, BERTHAHV'TM \,\CEN F'.,�' Accordion Shutter System No.44167 I`• E C O roc ® ° A M. RV. MADE#1 W/OR W/o RV.WINDOW MAX �lO'?.0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.Me DESCRIPTION DATE DRAWN BY: MAP STATE Association Inc. I OLD 17-107 z zoz DATE: 7 z 20z0 c 6355 N.W.36N.St.,Ste.3115,NRGINIA G%RDONS,FLORIDA J31 a // // 9. r Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 O •, F a an:UIL-0-1—n, DRAWING ND F <ORI P.•' �.�` West Palm Beach, FL 33407 3 �q WALTER A RWT Jr.RE '''xAAsSrr�NAl Ni�`�llSEAL/SIGNATURE/DATE FLCRIOA Ue.Q 44167 s SHEET 6 7 OF 20 SEE N SEE NOTES ON LOCKING RODS 5,HV LOCKS®or OUT IN r EXISTING GLASS INSTALLATIONS W f (� HV **AND ALTERNATE HV LOCK®ON SHEET 5. 90: BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED @afl®aR©+paP®afl10,0°" t) (2 OR �2 t 10+��+Q+O�Q+Q aR -- SEE END WALL CONNECTION EXISTING cuss ETA LS ON SHEETS 10 & 18— e L 1\ I ©+O+QaP©+O+18 OP -T 0 2"6 1 ANGLE6W32 ALLOY)ALUM. O I ®+®afl Q+Ooq 19+� rl 31/4" _. -.___. T•. _._...-. �_ .__.. �• � I /O 1f r N ,/2• aw®.® r---�- -� _ -OPPOSING ----- -- SYMMETRYCAL ANCHORS 0 CONCRETE I- CENTERMATES (TOP/BOTTOM)do ®1Ox3//4•S.M.S.a 12• I CENT—ERMATES. i MIN. SEPARATION (4)910a1/2-S.M.S.TO TUBE i d.c.FULL LENGHT. j W/ HV LOCK Sr i W/ HV LOCK o or� To ctAss i AT EACH ANGLE. (SEE SCHEDULE ON SHEET 11) 55 _ I --- Nl.......1 ® I` 5 f-- .�_._..,I _eon.' � �''. � ,•__�_. j \,\0�_ +; L 4 ,--Q 2- q) OUT ow fig* 10+ 15 ©+03 aA 1©+Q'a HVA HVB �°fl®an©#OoP®afl1D + �� POURED CONCRETE OR 0 0+© 0+0+ -.__. ——————_—— 10 5 1 3 afl 1 + aP ISRNG CUSS REQUIRED B 6 + 7 8 I O+O°N© � © © /�EX LOCK WALL 'O#®ORQ,®OPO#,�OP I \, _ _— * IN 6 7 1 OP 6 '+ 7 + $OP J l __ 1 _EXISTING'� SYMMETRICAL � _ �'�- j GLASS ��+0+© 0 © MIN. SEPARATION i �..._ _ r ®*©aRO,@. +@5 N_EXISTIN ; CENTERMATES ! Os+®afl�+® ®+�j an To CHE (5 I ___J GLASS •L'- � u # (SEE SCHEDULE U` I on©+® * O1, _ /�---'-K-6 ' OPTIONAL ON SHEET 11 ` MIN. SEPARATION al W V �QC 6 OPTIONAL) — O+®oP O+©°R 19+05 - ) TO GLASS ® m ® 1'• t/Jl an®+® L (SEE SCHEDULE tt 1 N OPTIONAL ` v L ,/ ON SHEET 11) 1 (INTERIOR) I _ — _ OUT CRETE_ — CON ,r' 1 ' f ANCHORS® '•.Vy ES-` i � � 16.O.C. 1 ---- - -35 0.02 1- * ("3 VARIES t� ,� *}G� °R ® I')(�I..�'�,'y L_.V •1'J TI n ® 0 UT _---- 6 1/2'MAX.SLACK 06T (EXTERIOR) HVE HVF** HVD �1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, '�,N ,..�III. )Iffw"T �y 02020 TILTEC.INC. @2020CASTERN METAL SUPPLY, INC. g'` BERTHA HLTM Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE No.44 67�- *: Tt' " TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP A' STATE F 635S N.W.36th.St.,Ste.3D5.NR41NIA GARDENS,FIORIM 3]I6 Association, Inc. 1 OLD 17-107 7�2�202 OATS: 7/2/2020 Phone:(305)871-1530.Far:(305)871-153I 4268 Westroads Drive z DRAWING No e-mail:tiltaeocool.eom West Palm Beach, FL 33407 3 20-164 isONAI E ��.�`\ WEUL0�RI0A 71 L®lsolsi 5 SHEET �1411M1H�/1�. SEAL/SIGNATURE/DATE 6 8 --OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK I30). H MALE/FEMALE 'IT" LOCKS CENTERMATES ) a�9 & LOCKERS (2t W/ n HV BLADE * $�E END CONNECTION DETAIIS ON SHEETS 10 k 1B ASS INSTALLATION (1) HV BLADE oUT 90 ' IN �i�"°='"`" BLADE 0SLACK DETAIL KVF.INDICATED ON SHEET 8. W/ HD CENTERMATES e ®°qO Oa� O ® AS WELL AS UNNERSAL FWARNO BLADE 0)DETAIL HOD-HVD. oe 6• 7 6 ax 10• Fe INOICATED ON THIS SHEET,MAY BE USED WITH THIS ALTERNAT • • INSTALLATION DETAIL MG 94OWN IN THIS SHEET. SEE END WALL.CONNECTION---I` 10• 1 w L� ®"© �°'©© pETAIIS_ON SHEETS 10 & 1B ANGLE OYONR i -- 35 AHC`ICSS (PnON u) *_ (o P3n—O5H—A*UL----------------------------------------------- '.-------------- (4/101/2 4PSro El S100/4-S.LLS O 12- ------ AT EACH ANGLE.(IYP) I O H.V. _e (V PFFM PINS( P /-_ NPI.T DS FOP-NuSHV rT' T xp. 1IIZE LOCK (INSIDE) I pN i 7 �q 1—I I I mac, -.. 1O 28 29 ^ 10-- ,- © 1 Q UT 31 oR 32- Q 31 OR 32 31 aR� C— 31 oR 2 ��# * 35*- * Q_• fw�/ 4" 0-20 x 1 1/2" S.S.M.S. R� 3 (OMONAL)SEE NOIE 8 fDR XV LOGK(�, 7/8"0 x 3/32' WINGNUT. (oPnoNu)HDB-HVB OUT HDC-HVC 'T'LOCK,ON SHEET S. 30 SYMMET[EI-CAI,-0 CENTERMATES HV "T" LOCK (OUTSIDE) © $YMMET IC91 HD CENZER�ES ��* }NAIL LOCK (EXTERIOR W/ 6d" LOGIC {INTE$L0 {{ � 'r SERIES 9 {ALUMINUM (2024-T3 ALLOY)LARGEIAN FILMS THIN T0820. ©w®°q©•Ow Oa10•pa SHEE N TSERT, PART/ AS ET MANUFACTURED O BY AVOEL CHEHR'/ --1 O• �3Ja TEXTORN,PARSIPPENY,NEW JERSEY ©•O•©-©•7O•®a 07054 OR EQUAL —. —___._�_� ___—.. --® pap ®�vp p�p•® —�;1 --- 1O #SEE NOTES ON LOGONC RODS &NO®Lo=ON 5"EEr 6 L—U v ..WSSS FLOATPIG SLADSO WAL NO�_N p IS -- —'1 —0 FOR NL CFNTDOUTFS APR1GIoHS MI OWED HDD—HVD** 11 FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone uy 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. '�\GENS '- �� C® �N� ® ��®�® H Accordion Shutter System v. elaoE#1 w/OR w/o RV.WINDDN BDE LA No,44117 American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: N.P TILUT TESTING & ENGINEERING COMPANY i*• it `?� ssociation, Inc. 1 0LD 17-107 z 20z DATE: 7 2 2020 / eav N.W.Nw 36Ln.sL,sle.30s.WRCINu cAROEHs.FLORIDArLORIw 331e. // // z-o'•, STATE �, Phone:(305)B71-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-moll:Hltee 0001.com West Palm Beach, FL 33407 3 FCORI ,•'' S'` CA-0006719 4 20-164 F WALTER A TIL TT Jr.P.E. " \�A�� FLORIDA Uc.#44167 s SHEET ONA � �SEAL/SIGNATURE/DATE s 9OF 20 I _.POURED CONCRETE _.POURED CONCRETE P•, ;—POURED CONCRETE OR (( j '�� POURED CONCRETE - _ ,_- __ CONCRETE BLOCK WALL i 1 I `� -- R .. _ ..._ j`. __ __,1 .`,,^ BLOCK WALL REQUIRED -'-""-:"" OR CONCRETE _ _ OR CONCRETE I � % � i BLOCK WALL REQUIRED C.•' � BLOCK WALL REQUIRED l%•' REQUIRED I /, �f. I '�' I' f'., �' I EXISTING CLASS I EXISTING GLASS l' ' ( CONCRETE ANCHOR'-".� r EXISTING CLASS — — 2 MIN,�� EXISTING GLASS , -� '�' _ r _ 2"MIN.Y... �—� 1' MIN.SEPARATION <` 7i�' -� /14I. MN SEPARATION I /' TO GLASS(SEE. SCHEDULE ON SHEET MIN.SEPARATION ` rjrt I l' +/' TO CLASS SEE MN.5 nON EQ°-r EDf TO GLASS(SEE 11 FOR BIAOE QM70 ( 1�f' TO CLASS SEE S}HEOUIE ON SHEET 1 I/• SCHEDULE ON SHEET 1/16'x3°MAX.—...,_ ON SHEET 19 FOR /I J 11 FOR BLADE QAND + % l SCHEDULE ON SHEET 11 FOR BLADE QAND (6063-T6)CONT. B1ADE5 Q&QQD ` 11 FOR BLADE QAND (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER \_ �ON SHEET 1 19 FOR 1/2" / ON SHEET 19 FOR EITHER SIDE\..Y 1 B��Q&6) PLATE (LOCATE 1/2"i i ` T BLADES Q&Ql� OF SO) L— O LI. � f i-- f AT EITHER SIDE MIN. I 1/2"MIN. 10x1 2°S.M.S. I I Iy __....I '1'USE 1"OR 2"MAX. I .I OF M1) /' _ (� ( (f / (AS APPUCABLE)112"x1/8"x0'-2" I #tOx1/2"S.M.S,,_� a 16"O.C. -'- `` oil ALUMINUM CUP ANGLE ® 16°O.C. ; (6063-T6 ALLOY)AT MIDHEIGHT_.-1 (1) #10x1/2"S.M.S.TO®& r\ --� 0J ,�@- (2)1/4"0 TAPCONS ANCHORS TO _ SEE DETAIL X FOj WALL AT 1"O.C.(LOCATE AT t SIDE CONNECTION O OI EITHER SIDE OF (1) R & J SEE DETAIL X FOR OR TO TRACKS ' �� ®) / �OR\(Jr , • 7 8�10• SIDE CONNECTION0 TRACKS SEE CONNECTION ® ' ©�®�©•O]O18Om10'®°' �l9'OA�Q ®°' �o. a 6: �__6 I .®°' 10 ®"0.0.0.0" TO TRACKS I 10•.®w©.®e©.®u ©•Oj •©°'©•0•®", _ ©•0•©°"©•0•®00 ®•®a®•�aaO•®m �•�•©a0.0:®a END CONNECTION DETAIL 10 END CONNECTION DETAIL AND CONNECTION DETAIL I� END CONNECTION DETAIL POURED i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXISTING GLASS �/ i CONCRETE CONCRETE WALL GLASS ,- EXISTING 4 ' / REQUIRED z� '(.._ MN.SEPAWnON _________ 1 / TO CLASS(SE a 16"P.C. MN.SEPARATION Y (•L__ _______ I ` SCHEDULE ON SHEET / !' \ TO GLASS(SEE D, _ q _ ®OR®OR OOR ` 11 FOR BLADE QPND CONCRLTE �,1/2"MIN. SCHEDULE ON SHEET ___i. ____ © O SHEET 19 FOR ANCHOR®—1 b 11 FIX7 BLADE QAND � OR)3 OR'I OR i -ICON EIE�-• / i Q&Q� 12"D.C. ' ; �~.y O ON SHEET 19 FOR ® I A HOR I 11{{IEO /- 5 Q&Q91 1 -- OR@ 08� �A_— 1/2"I MIN. ? ---�-i7�---- �—1 1 i _1 / / l ✓ / !_.e _1 2_MIN. %' i ------ /2"MIN. Ed '©OR®OROOR 2"MIN. ♦ SEE UMI7ATIONS OF USE FOR BLADE(DON SHEET 19 Q OR i 3 OR(9OR(5OR 1© VIEW Y 1I OR 1(�' J--'-' , DETAIL X FOR INSTALLATION POU D CONCRETE OR ®a 7OaQo10•®� � ©•�®•®°' CONC BLOCK WALL 10• 5 m AND REOUIR 1D� 0•113-0•0"" 6 ___©•O•©a©•O•®� Q) HV BLADE OR O A HV WINDOW BLADE INTO •®a®•®Wp•®a CONCRETE OR CONCRETE BLOCK WALL. END CONN I0N_ DETAIL 5Q O O«® ®��"®a©•® END CONNECTION DETAIL© ®�®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \` ��1111111 ''' 02020 TILTECO.INC. m2020 EASTERN METAL SUPPLY, INC. '..... .••. �. BERTHA H ,p TM sF Vc Accordion Shutter System No,44 67�c� - ��`• ® 1°�c ° ® ® ® H.V. MADE#1 W/OR W/O H.V.WINDW MADE 'c* American Shutter Systems EV.W DESCRIPTION DATE DRAWN BY: M.P TIWT TESTING 8c ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 7 2 a' STATE F EN 6355 N.W.36th.St.Ste.305,VIRCaRk CAROS,FLORIDA 3316' //202 DATE 7/2/2020 CO ) A `; Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No O'•, F \ e--it:tlltec.a.dwm West Palm Beach, FL 33407 3 20-1 64 �SE. "/ONIIAI(11L� SEAL/SIGNATURE/DATE WFLORIDA U�A 441667 5 SHEET 6 10 OF 20 SCKQ-U LE-j• 5-CHEDULa SCHEDULE N3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" *„ AXIMUM SHUTTER SPAN L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR INSTALLATION XSiE D "IL07 CENTERMATES. ® & ® or or ( ) R/ "L[-� (fTtR)ICIANSTALLATIONS ® ® INSTALLATI � '} aLL CENT CONCRETE & 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or or or WOOD () & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK 93 or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV '7" W NO LOCKING RODS OR W/ NO LOCKING WALL A. B, C, D, E, M. N. 0, P. Q.® ® / / ® RODS A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,1-t) MOUNTING F. K & L R. S. & V. BOTTOM SEE NOTES 1t (VALID FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE-MAXIMUM SPAN FOR //�� SHEET 7) FLOOR/CEILING H I, II, J CONCRETE&WOODINSTALLATIONS V CONCRETE&woaD MOUNTING T, U, W & X WALL MOUNTINGS (TOP/.BOTTOM) OR FLOOR/CEILING: n CONCR�E & M A.S.D.ors ON as.o�omcN I S 1 5 v as.o��vcN INSTALlATI0N5 GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, EMR, WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. �>iI MOUNTING RATING & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+PORE) FLOOR/CEILING MOUNTING (P.../.7 OR I.OR- _ (+OR-!) FLOOR ALL MOUNTING A� DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ A-7 L-(R) L+ (R) L-(R) L+ (RJ -L-(R) L+ (11) L-QQ 0 MAXIMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LESS16'-C" 16'-o' 16'-0' 16'-0' 30 16'-0' 16,-0" 30 16'-0" 16--0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 =74'-10' 14'-10" 15'-2° 16'-0' 35 1a'-10' 1a'-to" 35 -- 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". -- --- __ __- -__15'_2" 16._ - t0. - -------• _ 40 _73'_-f0' 13'-10" _14'-2 15'-2' _ 40_ 1_3'-_70"_ 1_3'-10"_ 4_0_ _ 14'-2'_ _ 15'-2_' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 _ 13'-1' 13'-1" _13'-4" 14'-3' ,45 _13-1' _ _13'-11 45 13'-4°- 1_4'-3'_- HV CORNER CENTERMATE 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _ 50 _ 12'-5' 12'-_5" 12'-8_"� 13'-7" _ 50 _ 12'-5"_-_12'-5' _ 50_ 12'-_3" _^ IV-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: _55 11'R10' 11'-10" 12'-1'- 12'-11" 55 11'-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 _ .__..,.._._._...__.... NOTE q5, SHEET 5.60 11'-' 1'-4° 1 V-7" 1 '-4' - 60 _- 11'=4'_--11'-4° 60 10'-2' 10'-11" RATING: DETERMINE: _ 65 10'-10' 10'-10' -1' 11'-1 __ 65 10'_-10" 10-10' 65 9'-5"__ __t_0'-1' L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. ,0 10'-6" 10'-6" 10'-9" 11'-5' 70 ��10'-6" 10'-6"� 70 8'-9" 9-4"- L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING _75 10'-1" _10'_1• 1U•_4•_ 1_1•_7" �'-75 10,-1� 1U•-1•' --75 -. _ _.B--9- tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 9'-10' 9'-10' 1_67-0' 10_'_-9'_ 80_ 9'-10' 9'-10- "L-"AND MAXIMUM AS.D.DESING PRESSURE RATING FOR 85 9_6" 9'-8° y_W-91. 1 10'-5" 85 9'-6" •9'-6'� INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _ RATING: -93"__9'-3' 9'-5" 10'-1— -__90 9=3° _._9__3 SHALL BE LIMITED AS FOLLOWS:�. _90 DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 9'-2- s'-io'- --'�g5-_-_--g•-p^ - 'B'-9° L7-= MAX, SPAN FOR WALL MOUNTING INSTALLATIONS, LIMITED TO +64,-72 p.s.f. AND 8'-0` SPAN. SEE _8—_9 .__..g,_4� _ 9._7.... 100 .__8-9". �9'-4 L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING --105 8'-7'- -7-11'-_8'-S"- 9--4- 105- 105- 8'-7`,---T=11° _ MOUNTING MOON SHEET 7. INSTALLAT10N5. 110 8'-4' 7'-7" 8'-7" W-2" _ 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2-2° •_7'-3- 8'-4'� W-11" _115`^-8_-2' T-3' MINIMUM BETWEEN 11+'•'L2+"• "Lt-'AND 'L2-' - 120 __6'-1-1' SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125_ _7_-10" 6'-8'_ 8'-0`_ 8'-5' _ 125 _ 7'-10"_ __8'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN _ 130 T 7'-8"� �6'-5' �7'-10" �W-1` - 130 7'-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR --13---;'_7`- 6:=z---r-9-;=9' 13s —�=r-- 6-2— WIND ZONE MINIMUM SPACING. -- 140= 7--5"- si, _7'=i"-_7-8_. — 1_40 7--5- W-11,_ ASTM E-1996 SEPARATION 145 T-3' 5'-9" 7'-5" 7'-3" -14_5_ -7'-3- - -5'-9° - TO GLASS 150 T-z' .._5=7 T�=4-_.?-0"._ 150 --;._2.--_.._5_fir_ 155 s'-9' _....155 T-0' _-5'-5" _ 160^ 6'-11" 5:-2—-7'-1- 6-7 —160 6'-11 -s'-2^- 1 THRU 3 1 165 W-10" 5'-1" 7'-0" 6'-4" 165 6' ' 170 8'-9" 4'-11' 6'-11' 6'-2" 170 6'-9' $-11' 175 6'-7" 4'-9" 6'-9" 6'-0" -__-�175 - _ ,so 6'_6 _.<. _— 4, H V BLADE _._ _185 6'-5" 4'-6" 6'-7` 5'-8' 185 -_..."6._5:.-...._4,_S._. 1_90 .8-=4. ._ _ _ y1_95_ 6'-3"- 4'-3" 6'-5' -5'-5—_ _..._1954'-3- 200--_.6+2L 42: -205 205 6-1 - '=i=- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ` ``Owl((+`IT111111F7j/ 02020 TILTECO,INC. 020220 EASTERN METAL SUPPLY.INC. P, rr C 7� BERTHA HVTM i Accordion Shutter System H.V.BLADE#1 W/OR W/D H.V. VdNDOW BLADE No.4 4 1. American Shutter Systems 4EV.N DESCRIPTION DATE DRAWN Br:MLCRF.LG. *: TILLIT TESTING & ENGINEERING COMPANY w-(� e3s5 N.W.asm.st.,ste,aos,nRmNp cu+GENs,rt.oRlDa a11e1 Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 OF az 1 Phone:(305)871-1530.Fox;(305)871-1531 4268 Westroads Drive z West Palm Beach; FL 33407 3 DRAWING No ' o-mail:tillece®eol.com no-1 64 �<'•F�0 IDP CA-0006719 L V!/�(CS ...••'G12\\�Z WALTER a TILT Jr.P.E. 4 eW/SIGNATURE/DATE FLORIDA ue.y 44167 6 SHEET j jT OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FORA GWM MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MQUINTING TYPE FOR CONCIREIF OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEE MOUM,NfS 0.B,C,D AND- DN SREET 6 POURED CONC CONCRETE BLOCK TAPCON OR MANIMU WWALL HEADE MOUNTING (A)WALL HFAD[R MOUNTING WALL HEADER MOUNTING D WALL SILL OUNDNG (,WALL SILL OUNTING (C)&(F)WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/ 4 ® WL W/ MOUNTING THREADFORM TECHNOLOGY (ft) ASA DESIGN NEIAINE PRESSURE RA IN{yi;ASD.062x!NEGAINE PRFSSIRE HANG „ASD.D®p,NEGINE PRESSURE RATVIG ,A5.0.OFSEa1 t87A1lYE PRE4URE RUING _ AS.D.D61CN NETAINE PRESSURE RA,LND AS.D.DF9fdl N_&lm[_PRL4,IRE_MING ALL POINTS SOLID-SET 30 40 60 75 90 120 760 205 30 40 60 75 90 120 160 205 3010 60 75 90 120 160 205 30 40 80 76 90 1201160I205 30 40 60 75 90 120 160 205 30 40 60 75 20-1601205 BLUE TAP 14 12 10 B e B 8 6 14 /2 '10 9 '8 'e 6 6 14 12 10 9 -a e 6 6 14 12 10 9 8 B 8 - 14 12 10 9 8 8 6 5.5 e 8 B e e 8 7- 5.S 3'-0" 14 12 10 9 g 8 6 6 14 12' 10 9 8 B -6 6 14 12 10 8 8 8 6 6 14 12 10 9 8 "0 a 6. 14 12 10 9 B. e 8 6 B B 8 8 B 8 8. a TAPPER4 OR LESS 14 -12 10 9 e H 6 5 14 12 10 9 8 e e _8 14 12 10 9 8 8 8 '8 ,4 12 10 9 e e e 3 14 12 10 B 8 8 e 8 0 8 8 B 0 8� B 6.5 14 12 10 9 e 8 8-6 i4 I2 to 9 e B e e 14 12 10 B e 8 8 e 14 12 10 9 e e 6 - 16 12 to 9 B B 6 6 B B Ve e e e B 7 14 12 10 9 e e a 4 14 12 10 9 8 B 6 0 14 12 10 9 B B t. 6 14 12 10 B B 7 - - 14 12 10 B e 7 5.5 - B g e B 8 7 4,-Qn 14 12 -10 9 0 B •6 4 ,4 12 10 9 e B 6 6 14 12 10 9 B B 4 12 10 B B 8 55 .______._- _ _. ._ _._. .__10 B 8 g 4.5 - 14 12 10 9 9 9 8 4 14 12 10 9 B e 14 12 1D B 8 8 - 14 12 10 9 8 6 6 B 8 8 B e 8 8.S14 12 10 9 8 8 e 4 14 12 10 9 a 8 6 6 14 12 10 9 B B 14 12 10 8 B 8 - 14 12 10 9 8 8 e 6 9 B e e 6 7 5.6 14 12 1D. 9 8 8 45 - 14 12 10 9 8 0 8 3.5 14kl2i 10 9 8 B 6 8 14 - 14 12 f0 -9- e B 4.5- 1�13 10 9' 8 B 6 J_5 14 10 9 6 9 B 6 14 12 i0 9 B 7 - -14 12 10 -11- _8 B -e 8a88e88 e SEE ANCHOR 5'-0' 14 t2 10 9 8 SS - 14 12 10 9a B_4S - 1406B51{ 12 - 14 12 10 9 e 7 - 8 B�B B B 7 5 4 SPECIFlCATIONS 14 .tE 10 B B 6 4 - 14 12 10 B B B 6 35 14 10 8 a 8 0 6 14 -12 10� 8 8 - - - 74 12 14 a e� 7.5 - 8 8 B 8 8 7.5 5.5 4' ON SHEEP 13 14 12 10 9 8 SS 3 - 14 12 10 9 8 B 4S - 14 12 10 9 8 B 6 '6 1q 12 8.5 7S 4 - - - 14 12 9.5 7.5 6S 3S - - g 8 8 7S - 6'-0" f4 12 10 9 8 65 - - ,4 12 10 9 g 8 4.6 -• 14 12 10 9 8 B 6 6 14 12 10 9 8 4 - 14 12 10 8 B g 4 - 8 9 B e B 8 B 7S 14 12 '10 8 e 3 - - 14 12 10 9 8- 8 - - .14 12 f0 B e B 5.5 15 14 12 10 9 4S - - - 14 12 10 9 7.5 4 - - B 8 5 �8 7.5 5.5 4 3 ,4 12 10 9 8 5 - - 14 12 f0 B B 8 4 - 14 12 IO 9 8 8 B 35 14 12 10 9 5 - 14 12 10 9 B 4.5 - e a 8 8 1 8 6 4.5 1{ 12 f0 8 B _ 12 10 9 B 63 3 - 14 12 10 9 e 6 6 - 14 12 B r4�j - - - - 14 .5 5.5 B6.S9.543__.-_. __..._.___.____.___7r_O. 14 ,2 10 9 8 4 - 14 12 f0 B 8 6S 3 - 14 12 10 9 8 e 8 - 14 12 10 8 - - - 14 12 10 9 e 7 - a B BeB a 7.5 e14 1210B 4.6 - - - 14 12 10 9 B- 4 - 14 12 10 9 B 7 4 - 14 12 105_- - 14 12 10 6 (3B8 B 8.6 S 3S14 12 10 9 7.5 3.75 - - 14 12 10 e e e 14 12 10 9 B B 6 74 12 1D -I- - 14 12 '10 8.5 7 - -- %- e e 6 8 7 S- 4 -- 14. 12 10 9 6.5 J - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 6 - - 14 11 7 - - - - - 14 11 7 5.5 3.5 - 8 9 7 3.5 4.5 35 - .___.__�___ --..__ 2 _._ _._..„._ 14 12 to a SS - - ti 12 10 9 B 4S - - 14 12 10 B B .B .. ._ 14 $� 10 7 4 - - 14 1210 9 f3 3 B 9 5 e e�7.5_.7. 4- 14 12 to 5.5 3 - - - 14 12 tD 1 e� a - - - '14 12 10 B B 5S - - 14 12 8.5 S - - _ 14_ 72 65 7 1 - - 8 B� B 7 &5 4 3 - SEE LIMTATIONS OF:U:jSS:�EFajR._ _. _ _ _.-____. ._.14 12 10 9 fi - - - 14 12 10 9 e 4 - - 14 12 1D B 8 8 - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4S g B B 7.5 6 4.5 - 14 12 10 &5 4S - - - 14 12ro9 7.fi - - - 14 12 10 9 8 - _ IJ B.5 4 1J 95 6.S 5 8 8 8.5 5 4. . _ - - _ _ _ _ _ _9'-0" 14 12 10 6.9 4 - _ - 14 12 8 7_S - - 14 12 10 9 8 - - 14 12 10 5 - _ _ ,4 12 10 9BS - - - e 8 8 B 8 6S 6 3 14 .12 8.5 4 - - - 14 12 9 4.5_- - 14 12 10 9 7.S - - 14 11.5 4.5 - 14 115 7S 6 0 8 7.5 . _...-__.__._ ..._ _ _.__ .__..__ - - -.14 12 10 a 4 - I- - 14112 B 7 - - 14 12 10 9• e - - 14 12 5 14 12 B 64 - B B B 8.5 54 4 14 ,2 9.5 5 A. - - - 14�12 2 IO B 55 - - - 14 12 10 8 B - - - 1.9&5 - i- _ - - ,S&5 5.5 - - - - - 8_ a _5.5 4S_J.5 1{ 12 9.5 142 - - - 14 1210 9 B - - - 14 12 7 - - - 14 a 5! 7S 6 - - 8 B 8 8 B 7.512 5.9 J - - - 142 10 6 J - - - 14 12 10 9 6 - - - ib f0.5 3 - _ __ 1� 10.5 7 35 - - - - 8 8 7 5S4S122 9 4.5 3 - - - 14 10 9 5 - - - 14 /2 f0 e a i-�I- 1411 -_-�- - 1l 1/ 7.5 - '--- -- - g' 8 7.5 14 12 7 - - - - 14 12 10 - - - - - ,4 I - 11'-On 14 12 7 - - - - - 14 12 10 IF _ - __ l4 12 10 - _�_ 14 12 5_ __ 14 1210 gB- 8BB 7 35 14 12 4 - - - - - 14 12 10 -1- - - 14 12 10 - - - - - 12S 93 - - - 2.5 B.5 B 14 11 5S 12 /4 12 10 - - -- 3.S 10 - 14 10 7 - -� BB 7 5.5 4.6 - 14 12 5S - - - - - 14 .12 10 _- -. _- - 14 12 10 - - - - - 9.5 7 - - - - - - B_55 7 3.5 -__-_ - - 8 7 4.5 3.5 J_ - - _- ls.'-0" 1{ 12 SS - - - - - 14. 12 10 14 12 10 - - - - - l4 12 4 - - - _-__-_ 14 12 ,0,_- -i-_ _8 _B. 5 g B 5 3` -__S_ - _..-_.___... ._..____._ __- __. 14 12 3 - - - - - 14 12 8 -__-_ -__-_ 14 12 _70 - - - - 11.5 85 - - - -__11.5 g.5_{ - - -4 - - _-- 14 14 12 16 - - - '- 14 12 10 - - - - - 17.5 9 9 - - - - - - 13.5 9.5 4.5 - - - 9 8 4 -5 4 - - (/��1 I A (/�� ' A ,2 - - - + - ,4 12 -__-_ - - - - ,4 ,2 _-_ - _- - - B ..5. .. 9_6S_-_ - _- - - - B 6.6_4.5 3_5) J - - - \ 1_J HV BLADE OR \1) HV BLADE 14 12 - - - - - 14 12 - - - 14 ,2 - - - - 1• 12 i1--- 14 12 - 8- 4 e e B+ B 4S -- 13'-0" 14 t0 - _ -- 14 '12' - - 14 '12 --- - - - - 0.5 5.5 _-1os_6. _ _ _ _ _ _ - _�� ____-=.__5B5_______-. . ._ B5S4s - =I- WZ jk HV WINDOW BLADE 14 12 - 1 12 - - - --14 12 - - -11.3 6 14 I2 _ _ _ _ _ _ 14 12 _ _ _ _ _ _ g J - _ _ _ _ _.9_ji-i .� _ - - - - B 6 4 3 - __ _._ .___._ WORKING IN UNISON 1412 - - - - - - 1414 12 - - 14 9 - - - - - - 14 - - 8 S4 14'-0"-- -___--____. ._.....__-- ...__-...__-__._.__._.__-._._ _ _,4 7 - :-_ - _ - 14 12 - - - - 14 12 - - - - - - f0 4 - - - - - - 10 - - - - - - 8 75 5 4f411S14 12 - - 14 12 - - 0.3 4 - -1-- - �- g - 14 - - - -..._;_ 14 .�- - - 7.6 - - - - - - - 7.9 - - - - - - 731 5,5 3.5_J_I_ _ 14 _._--.__-. ..__.�_ -..__._ _.__.-..__....�.___�._.._.._. - 15'-0•j4=__"' _ _ _ _ 14 --_ _ _ _ 74 _ _ _ _ _ _ _ 11 14 __ -- B 8 8 7 I 7 _3.5 - _ _ 14 _ _ _ _ _ _ g _ _ .3S 3 - 14 - - - - - - - 14 _ _ _ _ _ _ i4 _ - 10 - 10 8 7.5 9 117 _ _ _ 14 _ 14 _ _ _ _ _ 14 _ - 14 14 14 'q - Fl+�- - - - - - - - - - - 10 BUILDING CODE(Non High Velocity Hurricane Zone \`a %il�ffyr t#4N 02020 TILTECO,INC. ©2020 EASTERN MEEAL SUPPLY, INC. � .• /T� BERTHA HVTM y�Q 7Tm C® 1 Accordion Shutter System NO.441 ® ® ® RV BADE#1 W/CR W/0 FLV WNDON a.ADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P 6355 N.W.36th.St..Ste.305.VIRGNIA GARDENS.FLORIDA 3316' Association. Inc. I OLD 17-107 2/202 DATE: 7/2/2020 -,a STATE Phone:(309)871-1530.F°x:(305)871-1531 4268 Westroads Drive 2 '• °_ DRAWING No F�0R1� "°lI:ult°°°°°°I'`°" West Palm Beach, FL 33407 3 °A-0006718 4 20-164 ii7jFSS':••...... ',,`��`\��'� WALTER A.TILUT Jr.P.E. SHEET �n„��NAL ,E`��`SEAL/SIGNATURE/DATE FLORIDA Uc.g 44167 s 6 12 OF 20 MAXIMUM ANCHOR* SPACING (in.1 SCHEDULF-FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ( H ON SHEETS B 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONMEfF,/WIICWE BLOCK QD1qCwEA) TO EXISTING POURED CONCRETE:(MIn,f'c-3 kcI) M AYIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING/ OH FLOOR MOUNTING 1/4'1$TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Min.f'c 3 kM) SPAN 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. rc=3 ksi) (1t) ..DE9W NErARJE PREAURE PRIM E,f 0.0 RAING _ SA. _ RE RAIWC ) 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(min.rc-2 k61) 30 40 60 75 BD 720 160 205 30 40 60 75 BO 120 160 20530 40 60 75 80 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMEAICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min,rc=3 ksi f4 12 to 9 a 9 s SS 1a 12 10 - B e 6 6 .1a t2 f0ji e 6 6 READFORM TECHNOLOGY ( ) 3�-0' 1p 12 10.5 5 6 6 8 14 12 10 B B 8 6 e 14 12 f0 9' 6 6 A SET NOTES: OR Lf55 fa 12 10. 6 5 8 8 6 -14 12 10 B B B 6 e 14 12 f0 B 8 6 BLUE TAP W/CAP A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 41 TO••B 5 B e'• 7 14-•12 10�8-�8 B'�fi a 14 12 10 8 6 8 ANCHORS IS 1 3 4,AND FOR BLUE TAP W14 12 10 9 B 7 5.5 J.S 14 12 10 B 8 B 6 6• 14 12 10 8 6_ 5 TAPPER+ / /CAP ANCHORS IS 1 1/2% f4 12 10 9 a a5 e 14 12 10 0 8 6 8 6 '14 12 f0 8 6 5.54'-0' _ A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 0 9 8 B 6 4 14 12 10 9 8 B 6 4S 14 12 10 6 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 8 8 e 64.6 14 12 10 0 a 6 6 9.5 14 12 -10 B 8 4S 1'MINIMUM FOR'WALLS WITH NO STUCCO. 2 10. 9 73 65 3S 14 12 10 9 a 9 6 5 14 12 105 4 SEE JNOF 14 12 70 9 B B 6 6 14 12 10 B 8 B 6 5S 14 12 10 B fi 4S BIAOE 8 ON SHEET 19 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSRNG WALL OR FLOOR, to 12 to s 6 7 4 - u 12 1a B e sS 5 S. la 12 10 8 85 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 e 7.5 4.5= 14 7E 10 9 e B 6 45 14 12 10 9 e 6 4.5 175 NOTES A7)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 B.5 7,5 6S 49 - - 14 12 10 9 8 7.5 55, 4 14 12 10 B e 6 4.5 3.S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 6_ 0 6_ _ 14 12 10 _9 8- B B 5 _74 '12 10 B 6.5 5'3S 4 12 f0 9 7.5 5.5 3 - 14 12 10 &5 7 SS 4 S 14 12 8 Bi5 5S 4 J - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) �4 12 10 B a 8 - - 14 12 10 6 e 6.5 5 J.78 14 12 10 0.5 e 5 4 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 a &5 53 3 - - 14 12 10 9 e 6.5 4,5.S-5_ 14 12 10 e 7 5 3,5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-sET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 5 e __ 14 12 10 9 8 7 5 4 14 12 10 0 7.5 6`5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7•-0• 14 12 10 8 SZ a- t4 12 9 7-5 6 4.5 s.5 - to fo5 7 5.5 4S 3.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 to 8S 7 a - - 14 12 iD 5 7S 5.5 4 14 12 9 ''7.5 45. - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 65 4.1 - - - 14 12 10 a 7S S- 4 - 14 .12 -9,10�� 6 4:5 3 - NOTES: 14 12 105 863- - 14 12 10- - 6 6 4= 14 12 191"E fi.515 33 B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPFI2+ANCHORS IS 1 1/4'AND TAPCON 8'-0° 14 72 8.5 7 5S 3 - .14 12 8 6.S S5 ] =IZS 85 8 5 4 3 - - _ _ _ _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 14 12 9.5 7S e - 14 12 B.5 8 6.5 5 - 2. 12 6 5' 4 3 13 9.5 14 12 a AS 5 4_ - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 f3 9 - - - 14 12 1f) 9 7S 4.6 _= 14 12 6.5 7 5.5 t 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 11 7 5.5 5 3.5 - 11 8&b 4.5 3.5 - - EXIST,AND 1°MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6.5 43 = % 12 EG 7 55 4 - 14 f0.5 7 5.5 B 4.5 11.5 8.5 5.5 4 - - - - 14 12 9 7 s 4.5 - - 14 71 7 5.5 4S 35 - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS 0R ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0' t4 12 to a 7.5- 14 12�10 _e.5,5 S -= 14�12^B��6.,S 4__- �_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON f4 10.9 7 5 3's - = 17 95 6A"5 'T 3 - - 1d I7-5 5 4 3 _-_ -___ NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.S 5.5 - - _ - 14 1,3 9 6 5 4- =12.619b 5 5 4 4 FOR INSTALLATION INTO EIFS.WITH METAL STUDS SEE SHEET 20. 10.5ki.-I 5 - - 14 12 8 6S 5.54 - - 13r-1:10 6.5 5 4 31ato - - =_ 14 12 9 7 6 4.5 - - 7457 6.6 as a.6=_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAl1oNs AND SPECIFICATIONS OF 7HE ANCHOR'S MANUFACRIRER. 864,5 0 3 B �4.53 7' _ =14 10.5 7 5.5 4.5 - - 1.55 SS 4.5 3.75 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4S - - 14 ITS 7.5 6 5 - 12 B 8 4.5 4 12'-0' 14 12 6.5 5S - - 13 _10 65 5 4 - - - EDGE DISTANCE VERS�I,,�SPAC-Id,Ci-$,�,}jEQ(rl,E FOR ANCHORS; 1.5 BS 4.5 - - - - 11 6 5,5 4 JS - B 6 4-'3 - - _ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 95 6 - - _ - = 1J 9.5 6S 5 4 - _ = 0.5 e 5 4'- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 5.5 4S - - - 11 8.5 55 4.5 S.6 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 715 7.5 6 5 - 12 9 6 45 4 13'-0---__._._._.-' - _ __ __ - - - FACTOR 10.5 B - - - - - - 70 75 5 4 J - - - 7-5 BS 4 a- - - - ACTUAL TAPCON WITH ADVANCED TAPPER + - - - 12 a e-4.5 4 =9.5 7 5 4= - - EDGE TAPCON ALL POINT SOUD SET BLUE TAP W CAP _ 1 y LADE OR THREADFORM TECHNOLOGY / 8 8 - - - - - - 13 9.5 65 5 - - - - O.S 7.5 S 4 - - - - DICFANCE MIN.SPACING 14,-0' 144 12 -_ - - - - 14 10.5 7 5.5 = - - 11 6.5 5 4.s - _ _ = E.D. MIN.SPACING-3' MIN.SPACING-3• MIN.SPACING-3,/2- MIN.SPACING-3• 3 3/4' 4- 10 7.5 - - - - 8 7 4.5 3S - -_ 7 8 3.6 3- - - BLADEPOURED CONCRETE& POURED COMCFEIE ODIKREIE LLOaf POURED CONCRETE& POURED CONCREtE&payffp CnFtfd.1E'Ott1CfE7E MOO( 11.5 B MKKMCONCRETE BLOCK CONCRETE BLOCK CONCRETE 8CK16 F - WINDOW N A•3 1/2 L0.ED,•2 1/2 AKE0.J 1 2 Z3 IDL FJL•31/Y NK E0..2 1/2' - - - - 12 9 6 -__-_ 15'-0' j4__...____ _ __..-.3.5 10 6.5 - __ - 0.5 e 8-_ _ _ BLADE WORKING -- _.._..... __--- -, 0.90 ._ --._ ,o_ _-- -- - u°___--__o.84 _ 1.0 S 2 1/2- - _ -0.81 _ 1.0 - - - 0.67 1.0 1• _ 0.78 _ fa1--' _ = - ==I9:5 a s- --- - -a:5 6 4 - - -= IN UNISON ♦ 2° _..__ -_.___- ----_ ._o: _ _os, - ---- 7 _ _ _ _ _ I_ _ 1.5 8,5 5.5 _ _ _ _ _ B 8S 4.6. _ _ _ _ _ 1 J 4' 0.91 -_. _ 74 - - - - - - - 12.b 9.5 8 - - - - - 10 1S 5 - - _° - B B 4S_� - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``,Oil OI JI 111A7,7A ©2020 EASTERN METAL SUPPLY. INC. `{tA+ 02020 RLTECD,INC. ,a ,�•�P` ! /rJ,,, BERTHA HVTM I E G ® Iwc Accordion Shutter System No,44167 --� ®S®Aa H.V. MADE#1 W/OR W/o RV WINDOW BLADE�eIp TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION GATE DRAWN BY. MY a' STATE F es_' 6335 N.W.36th.SL,St..305,NRGNIA GARDENS.RORIDA 33161 Association, Inc. I OLD 17-107 1 2 202 DATE: 7/2/2020 �'• Ph-:(305)871-1530,Fax:(305)871-1531 4268 Westroods Drive 2 mac'• FCORI P. 6-m cn tl Dame•`gym West Palm Beach, FL 33407 s -DRAWING No �'�i CCts'''•••••• "'... C�?� WALTER A-TILL7 Jr.P.E 20-1 64 `EAL/SIGNATURE/DATE FLORIDA Uc.F 44167 s SHEET fi 13 OF 20 MAXIMUM A_NGHOR« SPADING (In.l SCHEDULE_.FOR A GIVEN MAX. SHUTTER SPAN a S.D DESIGN NEGATIVE PRESSURE RATING AND A C-ORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INS I I ATION CB I,J.K&L ON SHEET 7) POURED'-CONCRETE POURED CONCRETE CONCRETE BLOCK ()WALK OVER& n 1RENCH ANCHORS SPACING F• ND 18WMUN QJ RAINWARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR Spµ _.._._ ..._MOUNDNG._Q _ (R) ,._A.OLWN NEGINE FRMM WING.(pd _.-`- �_.._._ - c 4sn Orval MEOJONE PIi�A1RE RAIOIC ASD.061GN HET,OIIE P1✓E.A13IE�7RANG(y1 TAPCON WITH ADVANCED JO 6-1'60 75 90 120 160 205 30 TOI 60 75 90 120 160 205 30'40 80 is-F90 120 160 205 30 40 60I 75 90 12u1160 205 THREA DkAOGY 14 12 10 9 e 8 6 6 12 12 12 12 iS BS BS. 7 7 7 7 7 5 5 5 5 5 5 5 s ALL POINTS SOLID-SET 3'-0" 14 12 10 It -9 9 6 6 12 12 12 12 1Y 12 9.5 7 7 7 7 7 7Y 7 7 7 6_ 6 5 5 5_ 5 5_5 JR LESS 14 12 f0 8- 8 8 6 6 12 12 12 12 08 B, 6 4.5 7 7 7 7 7 7 7 0.5 9 6 S 5 8 E"6 5 BLUE TAP 14 12 10 9 B 8 6 6- 12 12 12 12 12 10 7.5 6 7 7 7 7- 7 7 7 7 5 5 5 6 5 5 5 s TAPPER+ 14 12 10 9 B B 6 6 12 12 72 12 1Sr-- 8.5 5 7 3 4 5 5 5 S 5 5 5 4 4,-0. 14 10 8 e 6 6 9 12 12 12 12 127 5.5 7 7 7 7 7 7 7 7 5 5 S 514_ 12 10 B B 8 8 6 12 12 12 9S e4S 3.5 7 7 7 7 7 7 6.5 5-S 5 5 9 9 7 55 14 12 10 6 B_9 6 8 12 12 12 12 10 5.6 4 7 7� 7 7� 7 7 7�5.5 5 5 5 5 5 6 5 5 14 12 10 9 e 8 6 6 12 12 12' 11 B 7 5 4 7 7 7 7 7 53 4 3 5 5 5 5 5 3 4 3 5'-0- 14 12 10 9 8 8 6 8'12 12 12 12 10 7.5 5.5 4 '7 7'• 7 7 7 7 7 7 5 s 5 5 5 5 3 -5-- 14 1.12 10 e B B 6 e 12 12 93 73 a 43 3S 7 7 7 7 7� 7- H 3.3 5 5 5 5 5 5 5 4 14 12 '10 B 8 B 8 8 12 - 7- 7 7 7 7 7 5.5 4 S 5 8 S S 'S 5 a` * SEE ANCHOR 14-12 10 9 B 8 8 B 12 12 11.5 9 73 Sb { 3 7 7 7 7 4.5 33 - 5 5 6 5 6 4S 3.s - SPECIFICATIONS 14 12 18 B' 8•'8 6 8 12 12 12 10 6 6 4.5 3,55 1-77-7 7 7 7� 7 7 7 5 s 5 s 5 5 5 5 .6•-0" 14 12 10 9 6e 6 6 12 12 B 8 5 •4 3 - 7 7 7 7 7 S.3 4 - 5 5 5 5 6 5Y i 3 ON SHEET 13 14 12 10 9 B 8 6 e 12 1210 a B.S 6 .75 77 7 7 7 8 4.5 - 5' 5 65 5 5�4.5 14 12 10 9 8 6 B 8 12 12 10 8 6.5 5 J.5 - 7 7 7 6.5 53 4 _ S S_ S S S A. S _ 7'-0' 14 12 10 9 8 8• 6 6 12 12 12 8.5 7 5 4 3Y 7' 7 7 7 7 7 7 9 5 5 5 6 S 8 5 S 14 12 10 6 6 8 6 6 12 10&5 5 4.5 3 7 7 7 7 G.6 5 ] 5 5 5 5 5 5 3.5 3 14 tz ie`6 e 6 6 6 i2 12 8.5 7-`5.5 4'- 7 7 7 7 7 s- `-5 5 5- 5 s s a - � Q VALID ONLY FOR UP TO +70, -75 14 12 t0 9 8 8 6 - 12 12 B.6 7_ 5.5 4 3 - 7 7 7_5.s a5_ S - - 5 9 s_ s as J3 - - PSF A.S.D DESIGN PRESSURE 4 12 10 6 9�8 6- 1212 10.5 6 4.5 Sb - 7 7 •7 7 7 7� 7_ 4 6� 5 5 _5 5 5 5 5� B'_0. 4 12 10 8 6 e 8 - 12 9 8 4-5 _4 3 - - 7 7 7 7 5S 4 - 5 S S 9 5 4 3__- RATING & FOR SPANS PER _ SCHEDULE 3, SHEET 11 10 14 12 10 Y e 8 6 - 12 11 7S 65 .75 - -7 7' 7 73 fi 45 5 5 5 5 5 �S - N 14 12 10 B B 8 - - 12 1.b 7.6 6 5 J.3 - - 7 7 G.5 5 4 - - - 5 5 5 H- 5 2 -__.__..._.______ ___ _.� ______._ ..__ _..-_.- __._ _._._ _._. _._9,_0. 14 12 10 88_ B_ - - 12 12 9.5 63 53 4 3 7 7' 7 7 7 7 B _3 _S 5_ 5 12 10 9 8 8 --0.5 8 5 4 3-5 - __7j__ j_ 8 5 J.5- __5 5 5 14 12 10 6 8 8 - - 12 10 fiS 5 43 7 7 7 6.5 5.5 - 5 8'S- 4 ]1412 12 10 9 it B - 12 0,5 7 5.5 4 - .3.5 - 7 7 7 7_ 7- 7 43 - 3 s 5 5 5 5 5'4.5 10 9 e B - - 9.S 7 4.S 3.5 3 - - - 7 7 7 53 4S - - - 5 5_ 5 6 4b J.5 12 10 9 8 8 - - 12 9 6 5 4 - ---- 7 7� 7 8 5' ---- - 14 12 10 9 e B - - 12 9.5 B_ 5 4 J - 7 7__5 d_ S_ -_ - 5_ 5_ 5_ 4 JS - 14 T2 12 10 14 12 10 9 B. 8_ - B.5 e- 4 3.5 J9 3S _7_7 6^ g_'1 � 3tg-5 5_�~5 14 Ti 10 9 B 8 - - 11 8 5.5 4 - 7 7 7 35 4S 5 5 3 6 4.5 Q HV BLADE ONLY 14 12 10 9 0 - - - 1S 8.5 5.5 45 37 - 7 7 4.5 33 - - b 5 43 J.S J ___ ____. -_ _ . ___._ _ 14 12 10 9 B - 12_9.5 BS 6 4-J-_ 7 7 7 7 7 -6 J - 5 6 s 5 5 5 4.5 J3_._....._. _ _____ .__ ___ __.____...____..__._..._._..__._........._... 14 1T 10 9 8 - B 6 4 3 7 7'b.s {b 33 - 5 5 5 4.5 4 3 14 12 10 6 5 -_- 10 73 'S'- 4 - __7 7__B_ 9 ._.____ .__5...8 _5. _5 1 14 12 10 9 B - - - OS 8 6 4 rA�- - - - 7 65 4.5 3.5 - - - 5 43J.S 3110 9 B - - - 1S 5 _ 577 7 7 4.5 == 5 5 i4 12 10 9 B - - 7 5.5 35 3 - - - 7 6 4 314 12 l0 B-6 - - - 9 7 4.5 .75 7 7 3.5 4.5 - 5 5� 5 4S 4 114 12 4 S 1fl4-:1- 784 - _ 54 _ ___._ _ _ ____14 14 12 10 9. - - - - 0.5 8 5.5 4 33 - 7 7 7 7 7 4 - - S 5 6 8 5 I 4 3 14 12 10 9 - - - - 6.5 5 S3.5 - - 5 5 5 4 -__..�__.-_..-.._._- ___.__,._. _ ..._-..._ __.___. .___._. . .-_..__ 14 Ti12 10 9 - - - - 8.5 BS 4 7 7 5 4 5 S 5 4 14 12 10 15'-0"14 12 15- --_ ___ 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - b 5 5 5 5 5 4 J - ___.__.-__T-.._ - -_ _. - .__ 14 12 10 - - _ - - 8 4.5 J - - 5 5 4.8 JS� - - i{ 12 10 - B B 4'_.._, ___ ____-.7_7 6 _ ___ -_ 5 5.�5 4.. _ ___ _ 14 12 10 - _ 11 _ 6S 4 J3 - _ _ 7 5.5 3.5 - 5 5 SS 16'-0"i4 12 10 - _ - - - 9.5 7 4S S3 3 - - _ 7 -7 7 7 6 3 __ - S 5 _6_ 14 12 J - - - - - _ S I`-_5 - 14 12 10 - - - - 7b 5.5 .7b - - - - - 7 7 a5 - - - - - 6 15 4.5- - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' Iwo.1) 02020 11LTEC0,INC. ©2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Eru F •'�' Accordion Shutter System No.44167 �� '�` Q 1 N c ■ ■ ■ H.V. BLADE#1 W/OR W/o H:V.WINDOW BLADE * stems TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.Nc DESCRIPTION GATE I DRAWN[tY: MR o' STATE F j N.W.3fith.5L,Ste.30.9,VRGINN WNOENS fL09104 JJi6( Association, Inc. , OLD 17-107 r z zOz DATE: 7/2/2020 i�'•, _ Phone;(305)871-1530.Fax:(3a5)87,-1531 4268 Westroads Drive 2 jZoRI P e-nen:tlltoco®eel.rnm West Palm Beach, FL 33407 3 -DRAWING 0 1 o �i CC•''•...... ,.••'��. CA-0006719 A. ''1;10NA1 1�?��SEAL/SIGNATURE/DATE WFLOORIDA u.j 44167E 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN_PRESSURE RATING (p.s.f.)_AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATNE A,S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). �EE;; U FEB :S3TI:ATFEE- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX SOU ER PINE No. SPRUCE PINE SPRUCE PINE D2 UW/MINFIRG=o.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD L1QN;GG o W/ W/ MIN. G=0.43 W MIN. G=0.36 MAgMUM SPAN Q0 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 13.0. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S&V D MEN R1XEf RWR US(p4_MU NWtE R39<E RmG(aa) 1D.IESOI Km MMEE Raw(.Q sa Mn am RWR WIN;(M+3D an Kww eta R01B(A sa am I11I POW WNc(4 kst BSDI IEWE R3S1E WK X 1D CBI IMAE MERE _ 11591 WAK RSSQE RN10(p9J sa GM EXT1 R M IM W 30 40 60 75 90 105 3D 40 60 75 90 05 30 40 60 75 190 OS JO 40 60 75 90 05 30 40 60 75 190 105 30 40 60 75 90 II 05 30 40 60 75 90 105 30 40 60 75 90 05 30 140 .01751 90. OS 30 40 60 75 90 05 _-O'OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 912 10 103_12 12 12 12 12 12 12 72 _72 12 12 12 12 12 12 12 72 72 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10. 10 9 8 8 6 •6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 72 12 12 12 12 12 12 72 12 12 12 12 12 _..._._ -.. _ _-___...._.__......_.__ - __....__.._ _ ._.___......__..._ _. _.____.. 6'-0__12 70 10 9 8 8 6 6 8 _6_ 6 5.5 12 10 10 9 8 8_ 6_ 6 6 6_ 6 5 12 10 10 9 B 7 fi 6 fi_6 6_ 5 6 5 _4 4 4 3 12 12 12 12 12 12 12 12 72 12 12 12 72 12 12 12 12 0.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 fi 5.5 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 _70 9L 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 8 6 6- S 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10..12 12 12 0.58.5 7.5 12 10 10 7.5 4.5 3 86 -fi 5 4 3.5 12 10 10 8 3S - 8 6 5 .5 3.5 3 12 10 10 4 -_ - 6 6 5 .5 3.5 3 6__5 4 - - 12 12 12 12 12 12 i2 12 72 12 11 9.5 12 12 15 9 7.5 6,5 9'-0_12 10 10 5 3S S 3.5 J 12 10 9 4 - - 8 6 4.5 4 3 3 12 10 4 3 - - ,fi 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 72 12 12 11. 9.5 8.5 12 12 f0 8 6.8-5.5 -- _ ---_-- _- - - _L2 ____-._- .____._._._._A. -__ _._..____2 .12 12 _._1_. 1O'-O' 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 _ - = 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 ..Y _-._:.._ _. -..�- ..__ ..__.._.__...__._._ _.__......._..._._.._.__..-..__ ___._... 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 8.9_12 12 12 9,5 B 7 12 12 6 6.5 5.5�4.5 12'-0' 12 10 6 6 4 - - - 12 10 3.5- 6 5 3.5- - 12 70 -- - 6 5 3.5- - 6 5 _ - 72 12 12 1._9.3 8 12 72 11 8.5 7 6 ri-2 1. 7.5 6 5 4 13'-0' 12 10 - - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - _ 6 4.5 - - - 12 12 12 f 0. 8.5 7.5 12 12 11 . 6.5 5.5 0. 7 5.5 4.5 4-^ _ _ 1 12 10 - _ __ __ _ _ _ _ _ 12 _ _ - _ _ _ _4 0' _ - - - 6 5.5 - - 12 7 - ',-6 4.5 - - - - 12 7 - - - .5 4.5 - - - 6 3 - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.59.5 6.5 54 3- 12 - - - 6 _ _ _12 - _-__-__- _5 - - -_12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 9 6 5 - fi'-0' 12 - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - - - 5 - - 6 - - 12 12 10._8.5 6.5 4 12 12 6 5.5 5 3 8.5 5.5 4.5 3,5 HV BLADE OR n HV BLADE W,[ �A HV WINDOW BLADE WORKING IN UNISON® ♦SD:UuBAnons w u19 S FOR BIPDE ON MEET t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.DS) -1/4'P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G--0.36(N.O.S.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEDIFICADONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ` %0 11t �Tl 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA H V TM `�P \cEN c'J� Accordion Shutter System 44 67 - ® ® s . H.V. BLADE#t.W/OR.W/0 FLY.WINDIN D BLADE ND• - American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: LIP *: .k - TILLIT TESTING & ENGINEERING COMPANY Aaaoclatlon, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE 5355 N.W.36in.SL,Ste.30.VIRGINIA,GARDENS,FLDR DA l316, ,Q'. Jlf�1• F Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �P7 . FIDR Q :\ o-mu1CAt00067191- West Palm Beach, FL 33407 3 C ''' / S' ` WFLTER A.LiT`UJTc 44167E 8 2�- 64 �i�FS INN ,�,"HEAL/SIGNATURE/DATE 6 SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & fA>_HVO BLADES AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE(1) ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & L-- _-1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Qt & A WORKING IN UNISON TAPCON WITH ADVANCED 1/4"0 TAPCON OR THRFADFORM TECHNOLOGY I _VA WITH ADVANCED THRFTDFORM TECHNOLOGY �---- �� W/1 1/2'Min.PENETRATION I� ~�} .- ! W 1 1 2"Min.PENETRATION OF THREADED AREA TO EXISTING THREADED AREA TO - �-._ / / i LAN SEPARATION I I OR Lary /'V iI1 ! '•••'1 EXISTING WOOD HEADER. G--_-— ) WOOD HEADER. (SEE SCHEDULE ON SHEET is) I TO GLASS(SEE i / ;. I• %j` III 1 4'0-20x3 4'S.S.MACHINE SCHEDULE ON SHEET (SEE SCHEDULE ON SHEET 15) j\ I I I / / Ii-- (� /- scREws w/ 1/4•-2o Nurs I ON 1 �OOR D 1°Min. ._..�6 12'O.C. EXISTING li RADES©&� I •a I�/F >6j.3 '1 f•A\�\\1'�1$\\L�., trl._.. !-.EO- EO--I " GLASS--I I WALL,.. _ .._ / Z 1 j A k�• �. l$; 1 I { -03-419 r-� FINISHT a I i 1 j— W ,� / aI� ...I ..._.,.i % •Lll/1/11 /I �� L I� I // \ !.,\..':•'X Itt,—1 �' i Imo``+I ` , I� 'IIGPTIONAL I ..l �;=�!•.':,...:....,- I I G MIN. ,._ FINISH 1 p -�EX2°Ix54"gWOOD I� ♦ ._ a (.. EXISTING MIN. I Wl.l •` 4 } ©OR® HEADER REQUIRED 2"x4'W000 I '11 1 I Ii 'It 1• .•+;I 1I,-_THRFAOFORM TECHNOLOGY W/ 1�/ �O 0 Cl)DR p1/4'0 TAPCON OR TAPCON WITH p 1 1 i 1 9 r HEADER REQUIRED IL I ti I Alin.PENNET ON OF THREADED AREA TO EXISTING TO G/�( I I I I I lJ .''I 1 'I 1, V' EXISTING WOOD HEADER. MIN.SEPARATION TO GLASS _ I, 1 I�--SCHEDULE ON oArII)_-_ EXISTING I - 1, 1' I '�1 '� ''-.. (SEE SCFfDULE ON SHEET IS) (SEE SCHEDULE ON SHEET 11) - Q 1•I 11'1 I p ON SHEET 19.FOR I� GLASS-p I _lL-.':��.i.�,l'�1��_ •.t' PLATE REO D SILL 1 ,, p BLADES(D&0 I a_..---------------._ -- p OO HV WALLS IL NSTALLATI014 III OLIV WALL HEADER INSTALLATION ®HV WALL HEADER INSTALLATION -- - -----_—.--- --- -- I -- — —_ _I.I. _ MIN.SEPARATON TO GLASS __ 1 _ p MIN.SEPARATION TO GLASS I t I I _ I (SEE SCHEDULE ON SHEET 11) '- I V EXISTING ._E_...-.�.____.--�_.-.- _�(,I_.. _._ p--'(SEE SCHEDULE ON SHEET 11) _ �� EXISTING I GLASS--I �.�__.. 1 Y O EXISTING ^� I GL155� MIN.SEPARATION TO GLASS I I 1 GLASS--' 2WOO CONT-p(SEE SCHEDULE ON SHEET 11) I_ I p _ I 1 1/4"0-20x3/4'S.S. WOOD PLATE IY91 _ REO'D:% I 1 Lu� 1 4'0-20x.1 4'S.S. G US N6N7/4 OSNUTS I I MACHINE SCREWS W/ I ;� p 0 12"O.C. i I 1/4'-20 NUTS 0 12"- p . 5�0 'D.C.FINISH 180R 18 ORt---+ t' / � .� 2•x4"COHT. I^ i','( ( �}-.( ._yltfU\U\11\ y .j_.•_.f I-.ED�EO--I /�•' WOOD PLATE ,I ' d - 1 REO'D. 1 \\\ lU --I '`EF"--EO-I , ( 1 1,it i1�_ LL \ L- -t'Min. � =-_ 1 1.I -I I 1/4'0 TAPCON OR TAPCON WITH ADVANCED i \I \\` -•----1•''1 I 1 t.i\ } i`} lil 11 I I �' 1' THREAOFDRM TECHNOLOGY W/ 1 1/2 OR ' ,'/2'x4'CONT. 1 Mln.PENETRATION OF THREADED AREA TO \ '11' 11,.�I ` l }14 I(1 _ ,• ''.��SILL PLATE I t EXISTING WOOD HEADER. i � I THREAOFOCRM TECHNOLOGYON OR TAPCON WW/ 1ITH�VANCED _ -1�IL.Id_ L•` 1/4-0TAPC TAPCON WITH ADVANCED NOTE, NOT E SHEET 4 FOR TYPICAL { ! RED'. �1 I ;�_' (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULEOONOSHEEI FED AREA INTO PLYWRTING MIN.2'x4" ', 1"J4` W 1 2"Min. PENETRATION OF 2-MOUNTING SECTION CAN BE _t a \'-T'I,.L"I I •��1 �-WALL FINISH I/2" IN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I�.. .- 1S_!_�._,j a :_..; PLYWOOD R£0 D. / / STUDS® I6'O.C. MAX. FFFFHH++++---------��THREADED AREA INTO PLriY00D COMBINED IN ANY WAY TO ,` t.-1/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) suir ANY INSTALLATION. ®HV WALL SILL INSTALLATION `DaSTINO MIN.2'xb"STUDS a 16"O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ® V WALL SILL IN5TALLA710N ♦SEE UM 71ONS OF U E OF ©HV WALL SILL INSTALLATION F.B.C. RUDE 1�t ON SHEET 19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone EASTERN METAL02020 TILTECO.INC. ©2020 ��SU�LINC. /1;1 Taa Accordion Shutter System No.441 = L E 0 0 I N c.—\ n ® s © H.V. BLADE#1 W/OR W/O KV Wt WN$LADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EV.N DESGRIPTIOH GATE DRAWN BY. M.P o'• STATE 0, 5=N.W.361h.St.Ste.305,VI GINIA GARDENS,FLORIDA 33161 Assactation, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 �•�• Phene:(305)571-1530.Fax:(305)871-1531 426$ Westroads Drive x DRAWING No pCORI� \k'` e—mail:tlltecaGool—m West Palm Beach, FL 33407 3 �`'••, ••�\` CA-0006719 2D-1 64 .... WALTER A nun a..P.E. 5 SHEET '%,,,�S1ONIAt 1,p`°SEAL/SIGNATURE/DATE FLORIDA U.R 44167 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV*_ BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY WALL FINISH SHALL BE LIMITED TO 105.0 s . A.S D° DESIGN PRESSURE RA9I G SEE SHEET 19 FOR MAX 114-0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE C1 & A� WORKING IN UNISON TAPCON WITH ADVANCED (Min.)EXISTING -1-.A.1, 11- EO-- EO 2"MIN. 1 r - - — _ - EDGE(IF APPLICABLE) i!�A THRE4DFORM TECHNOLOGY WOOD ON REQUIRED. / ! ! -- .- -� WJ 1 1 2-Min.PENETRATION STRUCTURAL ADEQUACY-- % / -- -I -^ -- ,..,.,,._,._..,�_ I / 1/4'o-20x3/4'S.S. OF ETZI WOOD BEAM .--�`^• `/ I OF THREADED AREA TO 1• PHIWPS TRUSS HEAD f •�. / ' I Y L' EXISTING W000 HEADER. - TO BE RERRFlID BY - .• __._ �� _,-�-_ N Min. I MACHINE SCREWS REGISTERED ENGINEER OR - �'�! / '- yL"-- ••' ' (SEE SCHEDULE ON SHEEP 15) WJ 1/4--20 NUTS ARCHITECT PRIOR TO f•EO-y EO--` ----_ " "i'----- -_- _ _ r - EXISTING W000 1 _ . fir_-' _. --�--- .y+.-.-.--... TRUSSES OR M1 / _.._ I -•EO---EQ�,.": tD 12'O.L. SHUTTER INSTALLATION. •;'',,t r -4 _ �1/2,. _ RAFTER 024' jar rdiiJttr — �-...1 19 J / I ./ �• 1 __ __�^S ___ O.C.REQUIRED 1/4'0 TAPCON OR UIR QOR 1� 7APCON WITH ADVANCED i-/` r'' ` i �� •i -- --~ -----� -- EXISTING SOFFIT THREADFORM TECHNOLOGY •-, I • I` �+ �_--3 4'Max.THK. ? 1 I I I �` ' Max. W/1 1J2'Min.PENETRATION /, / 1 OF THREADED AREA TO E01 EO;ry r" Q74x3/4_-J- r -FQ'-EO-t ___--•__.,._._._.-1'z4'x1 J6°CONT.ALUM.TUBE OPTIONAL .t EXISTING W000 HEADER.• �� i ( S.M.S. �; I II l (SEE SCHEDULE ON SHEE( 15) ® B'D.C. ''-" -� 11 Of 13 Or 1 ((3)5/16'0 LAG SCREWS TO or 13 Or 15 I •� O © EACH'RAFTER OR TRUSS. (_^. -.---'- LOG47E LAD SCREWS A7 _ I I l I- MIDWIDTH CF EXISTING WOOD EXISTIND MIN 2'x4' EXIS -III HEADER REO'D I I I I I )l--� MEMBER,(2"Min.NOMINAL OPEN HOLE AT EACH•-�� GLASS y:� -- MIN.SEPARATION TO GLASS ( I D TO ACCEPT WIDTH)W/2'Min• U (SEE SCHEDULE ON SHEEP fi)'-" l IXCLASS--I ! I 5/ISTING 1fi m LAG SCREW I AREA V OF ALID FOR THREADED AT CENTER OF TUBE. l P------- �_ A _I. INSTALLATIONS WITH 72paf �O HV WALL HEADER INSTALLATION I —0 SEP4R(SET i N MAX.A.S.O.DESIGN LOAD AND ( TO cjAy(SET EXISTING M7t 50lAAnp•' n 9'-0'MAX.SPAN.THIS 11 I FOR a BLADE LASS— W�(� I I INSTALLATION IS ONLY VAUD FOR ',,'FUR a1 9 AN FOR WOOD W/MIN. SPECIFIC I aAn m k l I __1 OR ® 'I+ 1i9 F�aT GRAVITY OF 0.50 AS DOUGL S 1-SEE SHEEP 4 Foq 7YPIr1J.SHUTTER ASSEMBLY ---__.,-.-,_..._ _ ._-.�......_.._ __. I ®A06mh Q I I ♦ FIR OR SOUTHERN PINE No.2, IN ANY WAY TOE5�W ANY INSTALLATION. OT HV CEILING INSTALLATION --�--—`-'-- •+ ------11--_. .�_>�'-"�oR OR EQUAL 11 U±HY CE1L1 G S ALLAT ON 1 OR ♦ r--.-....w__.--- r-.v.. -- .�-. MIN. MIN.SEPARATION TO GLASS 1 ..4 -(SEE SCHEDULE ON SHEET 11}- -- I EXI5TING tE9A'![D)N0 1 I SEPARATION EXISTING I II __ -- 1 TO CLASS GLASS 9llCL5©k t� (SEE SCHEDULE I I I F-.._ GLASS---p I I O I ON SHEET I t) I l 11 I ALTERNATE_ _ I ��13111333 I I B I ANCHOR I I I( I �-1 I I O WALL-'/ I LOCAT ON EXIST %1 TING I - ,, 9 FINISH; �1/4�J O I 3/61' 977 MWinf I� ff10x3/4'HEX GLASS-� I I ) l NN. I -2'x6'MIN.WOOD Max. ----WA SH HEAD TEK I ---- DECK REQUIRED -1lI OR 2'x6'MIN.WOOD---(-. ``�\� SCREWS a IV o.c (NO FINISH p , • !�I ti DECK REQUIRED(NO _ ALLOWED) W I � I I FINISH ALLOWED) I EDGE �._..�_—.•F\l\i\Ul\l1 \ 'r_-r �" 1$ �` EDGE OF DECK_! -. - -1J_2•- 1 i _, -_ - : OF _._ EO t0 EDGE OF DECK Y ;UI -"f \ " �, IF APPLICABLE -EO.- .E-U---- -. - DECK IF IF APPLICABLE 1 \ 1/4°0-20z3 d S.S. API'UCABLE J 11 1 l 1 t 1 4'o TAPCON OR 1'-�• /° ^� _ y _..1. _ ! l` 1I1 111 I' / Min. •,-PHILUPS TRUSS HEAD _ ._2'uiN J�-1'- .�_. ) ` 2`x4'CONT 11; TA ADVANCED WITH ADVANCED MACHINE SCREWS ---- ------ , --_- -_ __.- 1/4 0 TAPCON OR TAPCON WITH ADVANCED/ I 1 -SILL PLATE THREADFORM TECHNOLOGY WJ IJ4--20 NUTS THREADFORM TECHNOLOGY W SILL W/ 1 1/2'Min.PENETRATION ® 72'O.C. 1/4'fl TAPCON OR TAPCON WITH ADVANCED THREAOFORM-/ .-.---2•MIN. /1 V2-Min. PENETRATION OF THREADED I OF THREADED AREA TO TECHNOLOGY W/1 I/2-Min.PENETRATION OF THREADED ; 1 EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE --------� (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) VO HV WALL SILL INSTALLATION ♦SEE LMDATONNSHOF USE FOR FLOOR IN5TALLATION WO HV 4)HV WALK—OVER INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 MLTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. BERTHA HVT%4 �Tl RM o Accordion Shutter System � No.441 f 7 • = H s H.V. MADE#1 w/OR w/o H.v wiNDow i3lADE . '1)C TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems [V.N DESCRIPTION GATE DRAWN BY: M.P _'O'• STATED 6355 N.W.35M SL,Ste.305,VIRGWA GARDaVS•FWPJDA 33I6 Association, Inc. I OLD 17-107 /2J202 DATE: 7/z/zbzo 9•, Ph— (305)671-1530,Fax:(305)671-1531 4268 Westroods Drive - x FLOR(� ��.�� e-mail: West Palm Beach, FL 33407 3 DRAWING No ,� �'••,....... •'('ems? CA-0006719 7 SSy�NAL "4� WALMR A.TILLIT dr.P.E. 4 20-164 i77 �rI711111 111 id. SEAL/SIGNATURE/DATE rLowrm ua,g aa167 s SHEET 617 OF 20 END INSTALLATIONS BY BLADE OR L_ WINDOW BLADE. INTO 2"x4". MIN. WOOD STUDS K WOOD RED'. 27.4'WN.WOOD STUDS REWD. woo _OS. woov STU= (M WPUCMLE)(A$APPUCASW WIL IN MOS OR It"to.. f FNmi SWDS MST. EXSM GLASS z fX1ST,.G GLASS =NG GLASS 1111111E.N1 ? 1/2'M.COX _' \ I \ "�-'11 1 / """ ", I .: WULI: L TO MASS(SEE -Ilr MN.Cox r— W CASS(SEE smunw TO GLAM(ME sw To crass............ PLYWOOD. S%cm ON 7%%.,N 9ow— '.'FoR wx(D�No PLYMOD. 11 FOR, CONT. SHO.FOR 1 1/2-f ON SNEET 19 t 11/27 MN.COX WALL'0" M SHEET 19 FOR (COALUMT.6 F PLYMOOD. RADES(D&0 PLATE.(LOCATE nNw i/2 M. a ETWER SOE UM OF®) (AS W_r 71 ota D.C. vnm I F(C�� Z 71 1 /4-0 T� TO OR 16* Ot OR • SEE DE79L x FORJ r•(Icg &DE • CONNECTION SEE DETAIL X FOR OR ♦ 10 SEE DEM X TO 4 SIDE CON707DON SIDE CONNTRACKSEMN TO TP-K$ To @_0 0- (D-0 END CONNECTION DETAIL(7) END CONNECTION DETAIL(A) END CONNECTION DETAI END CONNECTION DETAIL REQUIRED ONLY FOR WWI GREATER 12�'-e 21"MIN.= /4-0TAPT*NMCHGRS 1/4-0 TAPCDN�TaRs S.M.S. -/ le WN. QLNSS 041 PEN�11 M 127 D.C. 2 M"' SIVDS /., —SEPARAnON COSTING ENETRAMI 0 12 SEE LIMITATIONS OF USE FOR L__ — BLADE ON SHEL7 19 Ilew .06 ----- II FOR MADE(DAND 5 @)OR(g)GR(gGR on 90.7 is FM 1/2- MADE'g? 4 C 01 R CA� 6 5 (D OR ICA-* "42 Jj 4 VIEW ALL FIASH URN L @ Q-Q-6-0- STUDS GO::O`I- nws'l RIAN @-0:0-0.0-0- DETAIL END CONNECTION DETAIL (0 END CONNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, A 02020 TIJECO.INC. 9)2020 EASTERN METAL SUPPLY,INC. A 21 13ERTHA HvIrm Accordion Shutter System N0.4416' %r1 H.V. RADE#1 W/OR W10 H.V.WINIM RAM 0: IM W DESCRIPIt DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IT STATE 0 Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 F 6355 NAV.36 h.SL.Ste.303,MGMA GARDENS.FLORIDA 3316( 1424 " ——DRAWING No Ph— (305)571-1530,Fax:(305)871-'1531 4268 Westroods NONve West Palm Beach, FL 33407�rnail;tiltecoccol.com 0. ... ........RIDQ :.%N 3 20-164 Al�*'*"" CE'9/6A WAL7 CA-0000719 FLORIDA ER A TILUT J,P.E. 4 IIIIIIIIIIINN L ORIDA'U..a44167 SHEET FE. SEAL/SIGNATURE/DATE G 18 OF 20 •GENERAL (IMITATIONS AND CONDITIONS OF UcE FOR BERTHA ©�® M 0 (> 0> a c 35 I 1.MAX.A.S.D.DESIGN PRESSURE RATING:+11D,-110 P.J. �_ - _ 2.MAX.SHUTTER SPAN:BB" 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS S.7;AS WELL AS MOUNTINGS M,O,T.U&W ON SHEETS 16&17. j ONLY CENIERMATES (2�7(BOTH W/2�4 OR 2 ARE ALLOWED WITH 21 44 0R 5 ARR.31 D IN A ERtECAL OR OPPOSING LAYO"IlR.IN CASE OF OPp031NC oUi, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER E TYP.EA END ! • • _• • , ,/ 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ,•�. (3b HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. d4}--^ % ' (B)MIN,CLEARANCE FM TOP OR BOTTOM EDGE OF FN WINDOW BLADE MALL S WINDOWS o OF ANY 3"o HOLE FOR q SHALL BE 12". ALLOWED AT Epl© vai ! !` WINDOW BLADE I , (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV WMOOW BIAOE 1 H • ! • — t�I 1.1 1,I Q ,, (D)H4 WINDOW BLADE tO MUST BE USED ALTERNATE TO A SCUD IN BLADEQ7 THROUGHOUT SHUTTER'S WIDTH. i ! ! ! � ( 1 (E�CESQERMASES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY °o F s3F S V BU1DEt`1fAT EITHER SIDE OF THEM. 1 Y (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED 50 -I S FACE SEE END /T�{ f THE INTERIOR OF THE OPENING BEING PROTECTED.FIV WINCOW4 MUSE BE CONNECTION _ ♦ ! • �� I,"I E,-I {,j t, 1 1, 1 ONLY INSTALLED AND LOCKED USING A Hv SETTING TOOL PROVIDED BY ASS(. DETAILS ON SHEERS `• • W 11 V 1✓ 1LfI \.! INC. TYR IS HEIGHT. (hg;� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 10 FULL BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). TYPYF _ 441 r ✓;i„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ,� CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). _L 6.MINIMUM SEPARATION TO G1.A55 SCHEDULE PER ASDA E-1996: ((SEE PLAN FOR REQUIREMENTS) � D N (S$1 TYP Top&BOTTOM W L tl Z)oR�OR n:J'� WIND ZONE MINIMUM SEPARATION TO CULSS MN,SEPARATION TO GLASS txlsnrlc class ELEVATION 4 6,25" ,_(SEE ON THISE ON SHLET„FOR BLADEm =----- MID W!THIS --Fax BI--- (z -- 1 � I TYP. SYM RfCAL CEHtERMATES 21 W/2 OR®5 AND W/O (SEE NOTE 4 ABOVE) PLAN I I� �•zz °'� i TYPICAL r1> HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* --- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A`Aµ1Nl f 11f1 EIf7j•// 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTm ��cEN T: A Accordion Shutter System ® 16iC' ® " Hv. GLADE#1 w/OR w/o Hv WINDOW MADE No,441 ' * ; American Shutter Systems EV.N OLSCRIPRON DATE DRAWN BY. M.P TILLIT TESTING & ENGINEERING COMPANY d•, (�/LO� Assoclatlon, Inc. , OLD 17-107 /z/zoz DARE 7/2/2020 STATE 0 bass N.W.361h.St.,Ste.305,VINGINIA MOONS,FLORIDA 3316( 4268 Westroads Drive 2 Phone (305)871-1530.Fax:(305)671-1531 DRAWING No e—Rwl1:Ultncu®OOl.wm West Palm Beach. FL 33407 3 FS'•,,ORIp CA-000s7te 20-164 s 'Cj •�= V WALTER a nu.R J,P.E. ° •'ll"', Aii111 SEAL/SIGNATURE/DATE FLORIDA Lle.a 44167 6 SHEET 6 19 OF 20 6"x 1 1/Z"x 0.0357 TMCK - INSTALLATIONS WZ n HV BLADE & HV CENTERMATES 12•000"M°x'r 0B3• Min.AS1M A-653 GRADE 40 Min. '•VAR1E5• ;I Min.G-60 GALV.STEEL - Y2•;M• ,; INTO METAL STUD WALLS * y�,© ' gZ METAL STUDS At IV D.C. w „'•, ;i , ,�-'43b _..1 0 6 D.C.-40,�- 4T o a� 3a 1/4"4 NOMINAL 47 Im- or / 1':;"`; ':; —3B * GEE L LIM ONS ND COND 0 S OF USE ALUMINUM SLEEVE �, {12� —o; FOR BERTHA CI liV BLADE ACCORDION SHUTTER 6053-75 ALLOY ( /•x O -O n / `� 047 SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4"z 6 1 4 0.035•THICK Min. 4';G• 430 Oj , CONr.GALV.STEEL TRACK CHANNEL,10 O.C. a 6^O.C.r% i SEPARATION TO GLASS SCHEDULE ASTM A-653 GRADE 40 Min.G-60 I Max. GALVANIZED FASTENED To STUDS , I I(r— 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) ) W/(2)j6x1/2•TIM SCREWS ON EXISTING FlNISH 39 ^ MTEPoOR&EXTERIOR FACE j AS APPUCAFiLE + I _V i 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM T- I ;T SEPARATION 43e LENGTH+ 1"I ASTM E-1996 MIN.SEPARATION Ili �tt 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS EXISNNG GLASS-1 TO GLASS • S -v (SEE SCHEDULE)- I I, �® h 43 'I/4"!�-2UX3" BOLT `- 4. ONLY�ENTERMATE 21 W/ HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" 1 ') m WITH 21 ARRANGED A SA ETRICAL LAYOUT. USE OF (2)-'Q 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4"INCLUDED AT�ERIOR OR INTERIOR ACCESS SIDE OF 1'373".•,4 1 3/4'h 6 1/4•x DA35"THICK Min. EXISTING FlNISH a 250"- I- O50" cofr.GALV.STEEL TRACK CHMNLI VAS APPLICABLE „, I CENTERMATE. L_— ASTM A-653 GRADE 40 Min. �m CALVANIZTD..FASTENED TO STUDS 1 -r. •?T-- w/(2)86x1/2'TEK SCREWS Dry I 43c a--43a INTERIOR 6:EXTERIOR FACE I�®6" 101 6"O.C. 1/4"m-20 THREADS 1 �� ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1/4"0 ELC0 CONSTRUCTION w '_ - 1/2" 12 -38 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB—LOK_HD I i 6"x 1 1/2"x 0.035"THICK w VARE5'^ -436 L _ 1 ��,C. COMPONENTS 3 STEEL 40 4 5• .Y�`Mp%;. Min.G-60 GALV ,,.') MS WALL HEADE$/SILL INSTALL N EXI STING FINISH As APPucaBLE SCALE:3/8"= 1" METAL STUDS AT 16"D.C. ; II (TYP.TOO P k BOTTOM) J1 3/4'x 6A 1/4"x 0.035"THICK Min. �---- - - _ COM.GAL I TRACK CHANNEL, AL ZIXISTING GLASS-- - _ - C - - ASTM A-653 GRA°E 40 Win.G-60 .. I .`. •. I ^ ..•.::I. I,,...:.=.�':r-:..;..:.;"..r.`',.;..';.......,,....I•I,..;,..,... ...•',I 1 .:+..,.. '. - :..;..'::•.,'..:.,+::..,;.. ,,;,I�:;.. ::_ :.I .;•:. I GALVANIZED FASTENED TO STUDS r : I LI:,::.,..•••..i�I 1i1I";..Y Lj::.::.::.:a f:. ,.�,.•..^.,., ; .�,:'�,'i,•''�.'.. , I1:•'...;........ �, ,1I;,: SID/E:':•'IiI iI.�•...•.:: _1, II:':E_;CEENTER •". 1 . LE) Max....:•'',IIII III,mo-,•.,.:,hl 4/(2) )6x1/2 TEC-�SC R4At YS-ONSYMM VARIE z SYMMETRYCAL INTERIOR h EXTERIOR FACE MATESWL43a 43b 43c TO cussNTERMATES WC SEE SCHEDU INTRIORACCESSSDE EXTERIOR AC CESS —— —'-- ------- . :.....:.:. -- ------ ------------- ----- --- -------------------- ---- --- s' (TYP.)------- IN r;3 (6"Min.) -------------_='- ------------------ ----- --------- — -_-- - --------- ------------ ------=r 12 1 ------------------------ --'-- ----- ---------------- --------------- - --------{___ ----_=_ -_____--_=-_- ----- -- _ — -------- / {2) 2 t -(2 1) '\�� i LOCI EAT 12 _ ---- - ---- --_ --- ---- HV HEADER/SI ENDS ------------ --- ---- --- -- ------- - -- - =-'-—I 3 (6„-- -- ----- — VIE Y `�� •) I ` 2[( - ` SIDE CONNECTION TO TRACK 4 A : 12 -3 1/4"(TYP_)_l6 1/2"(TYP•) _.._---7 I I_..-.-_..�.___.-7^_... .- ._.___..__...__._...-..___6 1/2"MAX, SLACK #Tk.._...,._J (Cont.) __._.______�.—.1 HVA SIB BLADE SLACK DETAIL HVF }PVC FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 111111 I 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,LNC. '�\ Accordion Shutter System ' No.44 6 _ i L E 6 ,... ® ® ' H.V. MAX#1 W/OR W/0 RV WINDOW BLADE 1k; ,/T• 71LL17 TESTING & ENGINEERING COMPANY American 'Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: M.p 6379 N.W.391A.6L,Ste,303,NR(0NN GARDENS,FLORIDA 3316t Aasoeiation, Inc. t OLD 17-107 /2/202C'DATE: 7/2/2020 c' STATE F 4268 Westroads Drive z Phone:(305)671-1530,Fax:(305)871-1531 DRAWING No '• e ORl �� a-moil:tilleco®aol.rom West Palm Beach, FL 33407 3 C _ 20-164 ,� WAL.TER A.TILLIT Jr,P.E. s SHEET i�N1A1 1 E``�SEALNv /SIGNATURE/DATE FLORIDA U..g 44167 6 20 OF 20 S