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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.. . . r BCIS Home , Login ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida k lProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email a I�`�I �IV ® FOR FIE,VFIE,V Quality Assurance Representative C® _ Address/Phone/Email C®®� '",wy�,_�������r�/ S�e LUCIF- � � 6 Category Shutters 13OCC 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_BLADE1 ,pdf FL389 R10 COI COI_ASSA_BLADEI_2df 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 Rif C® Certified By s ' i`A�P Sections from the Code J '•] 1 of 3 1/5/2021,5:00 PIV. 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-(Non-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.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389 R10 AE_PER_ASSA_BLADE3.pdf positive ASO 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_RIO 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_BLADE1.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_R10 II DRW_ASSA_BLADE1_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 BLADE1_2.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Back Next Contact Us::2.601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AAIEEO employer.-Co 12Yright 2007-2013 State of Florida ::Privacy Statement::Accessibility 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 here. Product Approval Accepts: NMI _ N M 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(7D1 EDRION)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 ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.01-03. 60715.01-03. #1004.01-05,#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: F1V BLADE C1)AND HV WINDOW B AD (1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE A.PPUCAB E) -HV WINDOW BLADE ®00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0•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(Di AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND#14x1.7V RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kal AND 35.7 kal FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 600S-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& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 k6I MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE(D&p WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06-779.582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT B5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 METAL SUPPLY.INC. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE ik ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAJN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE(1)ONLY 11.SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, 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 CONTRACTORS RESPONSIBILITY. (C)THIS P.E.D.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 BECAME THE ENGINEER OF RECORD(E,O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (c)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY.INC. illil Srq t/T,! BERTHA H Vg� TM \�cErv1 Accordion Shutter System F E c O 1 N C. ® ® 4 0 H.V. BADE#1 W/OR W/0 RV.WINDOW BADE No.441 7 TSB American Shutter Systems IEV.N DESCRIPTION DATE DRAWN.BY: M.P s*. TILLIT TESTING & ENGINEERING COMPANY • 6355 N.W.36th.St.St,.305.VIRGINIA GARDENS,FLORIDA 3316. A$SOCIatIOn, Inc. 1 OLD 17-107 /2 202 DATE: 7/2/2020 °-*'• STATE F �/� ?�?U Phene:(305)871-1530.Tex:(305)e71-1531 4268 Westroods Drive 2 DRAWING No F c-mcCC. 00067Q1slcum West Palm Beach, FL 33407 3 coRl - 4 20-164 WAITER A TLUT Jr.P.E. FAL/SIGNATURE/DATE FLORIDA Uc. 44167 3 SHEET e 1 OF 20 t i CR1FiWINW'NFIIADEDaVARIESo9.454M200•4_85T :, tiJ ,SO D 8 "5' rARTER 3OHV UNIVERSAL FLOATERCNDER US.PAT 545.179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE( HV DIRECT MOUNT HV GLADE�1 O B E* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALL PER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE 1 6063-T6 ALLOY AND TEMPER 3.225' t.500' 6063-T6 ALLOY AN TEMPE •124-1 0 _ -_.._____..-....__-_ - J. 67 2.670' .670' 2.i26' ( .p.ml _..... A72 ____ 1$ nl IN rr 2 No -- 0.072— --- — --- _o_o�z OHV ADJ. ADAPTER W/LIP — 125_I_. r —,,375_ � 3_226_ QUALIFIED FOR USE W/ HV BLADE 10 (8)HV WALK—OVER TRACK '_t_-- ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK 1-4255_ QUALIFIED FOR USE W HV 1 '-'-'- BLADE 1 / 6063-T6 ALLOY AND TEMPER B QUALIFIED FOR USE W/ HV TEMPER BLADE 6o Qi ONLY. HV RAINGUARD 6063-T6 ALLOY O TEMPER VARIES 6063-T6 ALLOY AND TEMPER UFIED FOR USE W/ H �1__0m.�6�0pl t6.9n'_ —_-__�.�I'I mo _LI-(O•M6o0uz f•:��' o'L_O_60.'a_ _.NI _._.. -. - 3_o_ LADE VARIES 1.936" 6063-T6 A T ER Md t;-_0183' _083' 083 .083W3' 100- 125_ `I r" .09J• 09 .060" - LB7 n n Ar L 1 jg0" �•27 HV HEADER/SILL L_.__._3.529 �9. in, HV CEILING HEADF. B � 13 C DER QOKLIFIED FOR USE W/ HV BLADE M ONLY, QUALIFIED FOR USE g HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV O DE 1O 14 HD WALL HEADER/SR,L SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR V ITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND MPER BLADE 10 ONLY, 6063-T6 ALLOY AND TEMPER Q COMPONENT A B T7 T2 i Y t MK XMRY MNt I.-- 1' 1' 0.062' 2" I 2" _..__2" 5'MAX, 1/8' i/8' 3" 3• 0.090"18 2' i 5•MAX. 0.192•10.192'SIDE ANGLES QUALIFIED FOR USE W/ HV 1e zs• 7"MAx. a.t9o•:a.19o• CORNER POSTBLADE 1 QUALIFIED FOR USE W/ HV Q ._....--_....._.I_.._ .I__.__._ . . __I.—.__ BLADE 16063-TB ALLOY AND TEMPER2" 15'MAX,i 0.139'I0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\,a t�t�111,�11111) rto7j/'' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. �'AP'\• CE.. C/ RERTHA WVTM I L E C U �N�. ® Accordion Shutter System No.441 7 H,v BUM#1 W/OR W/o H.v.v,MM BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems �,N DESCRIPTION DATE DRAWN BY: M.P fi355 N.W.36th.SL,Me..1.MR...GARDENS•FLORIDA NIfi' As$colaticn� Inc. I QLD 17-107 /2�2D2 DATE: 7/2/2020 STATE 0 b'LO�LCJ Phone:(3D5)871-1530.Fm:(305)871-1531 4268 Westroods Drive z 4/ o-moll:tillern0ool.ccm West Palm Beach, FL 33407 3 DRAWING No �.'•••........ ••'�q a CA-0006719 20 °�o`S �ONAL WFLo n�R6E' 20-164 FLORIDA 441i ,S SEAL/SIGNATURE/DATE ° SHEET fi 2 OF 20 I� • _...._..4.660" .'92g AT HEAD THREADED 1THREADED DIE CAST F 2 293 .745 0,3Ja.' I 4`20 .I J HOUSING ENAMEL '�- �s.M.� 61 t eAKml P�rrtm 1 'I 01E crsr -- sqO I m o one I hl a w 2 TYP. $I o, ---n-� HOUSING ENAMEL I ' BP1(m PAINTED RH ,yt DPASS MIND ''I.BRA55 CYLINDER '� 1&KEYS(CH ME (CHROME PIATED) 21 V C Ro.) (o I - j PLATED) QUALIFIED FOR USE W/ HV B 11 & 1®ONLY -2 HY—E�.OATING CENTER y>°• °so;k1�.3Z�--I f i.�� ® LOCK - ® HV EGRESS LOCK 6063-T6 ALLOY A EMPER QUAED FOR USE W/ HV BLADE' )& 1A ONLY `_3.oz3",__. �.a75' QUALIFIED FOR USE / HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER C TE BLADE 01 & 00 Y. BLADE 1Q& ®ONLY. Q ALIFIED FOR USE IN HV BLADE 1 ONLY 250"O.D. -fire° • 0 6063 T6 ALLOY AND TEMPE518, R plgSilC HEAD -` o� i _ MOLDED TO i_ 1 SCREW �' o --' '6�"-- 1.756_,.922" :360"AFTER R NG YI n a 1 i os 2i n nl_ 114"jA-205� .3 4" BEFO nE RIVETING n N o I r I i q ••II mi ou I...__ v. I �4 m, SEPoES 9444 ALU 2024-T3 RGE FIANCE THIN m L_-1__I 822"1 SHEEP NU75ERT,PARE#0820,AS MANUFACTURED 6Y AVDEL PLAN FRONT ELEVATION ® V IsL " n LOCK CENIgIRMATE I_ CHERRY TEKTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2�j HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE t@ONLY QUALIFIED FOR USE W/ HV BLADE MONLY W/HV BLADE 01 ONLY. BLADE 0 ONLY. 6063-76 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPE _s• I I 0 I r F Z _ L .4321 ._ _ 1 03I CrUMBERROR .214" m .062" .214:m 1 I -r.o6Y' ICY CYLINDER .� n rrl m ,o 0 0.875"Min. .409 mi oo O0 n e; 1 .125"Mar. 31 C G 0 ® HD CENTERMATE W/ LOCKING ROD 0 0 IFIED FOR USE W/ HV BLADECI)& A QUALIFIED FOR USE W/ HV BLADE!1)&(1A) �I m 6afi3—T6 ALLOY AND TEMPER ®3 HD CENTERMATE S INSERT I ,6_E, of 6063-T6 ALL nI ool vARIEs, 1S. MIN. _ QUALIFIED FOR USE W/ HV BLADE Q7 & 1� I i gi_I IleACE 0 20 Ss OR 3/8e tfi i 1.,130" 6063-T6 ALLOY N0 TEMPER —_ __ f1/2• 1 _....i' MBTUCYUNDIRN e (SEEAL THUMBSCREWS I t15' ` --__. _ m 00 - I OR KEY 1 57 M I CYLINDER .,..- (SEE DETAILS) l 1_.___.._.. * - .. ._I 1.78 Max. n(- ® LOCKING ROD °L- - 1-375"0 1.1/q•D ® HD LOCK QUALIFIED FOR USE W/ HV BLADED HV 1/4" D-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6o63-T6 ALLOY AND TEMPER © HV 3/8"0-16 ACETAL 0 55 INSTALLATION WILL REQUIRE A 7/16" H THUMBSCREWS 'SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& Q DRILLED AT TRACKS FOR PROPER EMBED T QUALIFIED FOR USE W HV BLADE(1�% QUALIFIED FOR USE W/ HV BLADE 1� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System No.44 67 ® ® . ® H.V. BLADE#1 w/OR w/o HV.WINDOW BADE American Shutter Systems ,�^ TILLIT TESTING & ENGINEERING COMPANY Y EV.No DESCRIPTION GATE DRAWN 8Y: M.P Ass�'. STATE F `/�(/� 6355 N.W.36tn.St.Ste.303.VIRGINIA GARDENS.FLORIDA 3316 268 WestIOnr Inc. 1 OLD 17-107 7�2/2021 DATE.- 7/2/2020 ' O'•, F Pnone:(305)571-1530,Fax:(305)871-1531 4268 Westroads Drive z ZORI P •' �� a .il:55e.Dft.,_m West Palm Beach, FL 33407 3 DRAWING 20 G�o ..••..... c•'`'�2 L-___ CA-0006719 -- '•,,7YS/pNni y\VV0" wFFLiOORiDA Lic.y 441667 5 --- T—_ — SHEET PI�, SEAL/SIGNATURE/DATE a 3 OF 20 I SHUTTER ASSEMBLY SCHEDULE FOR — HV 1), HV O1A `- � 12"MIN. GLEL49,iNCE O 41 -` 40 38 F: -i j 10 11 DEIT�P _0625" .__� HV BLADE 1_._.-... i i -..EgcE ✓..,a1AI 1ms.�_(_..-.._.—..,,.� .1 I I / ° I IHV WINDOW BLADE .0625" vYDnDN x-x •Os2S' .0625" HV BLADE to ; , ® HV LONG RECESSED NYLON BUSHING i •'`1ZY II nl KNUCKLE I I "¢OPENIN(j OB25-1'1870-' �375'00' `'� I '�' .. (TYP)_- _._._HV SHORT RECESSED NYLON BUSHING I ,HV NYLON HAT WASHER 'I OR ® N w t,FLAT PORTION !VI� I I OF BLADE ,I xTER 'HV WHEEL CARRIAGE AISI 302-303 SERIES I 49 ' 40 I I I 5x0.870"x3/16" THICK NYLON WHEEL. I I w 2 7/8"MINI i IHV WNDOW0.188"0 AISI 302 SERIES S.S. RIVETS p- i s©PRAI TEINN / i._-. ._.__. 1315"0CLEAR I "- .. . .06 5 06 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ,�L_I-.J; OP ON 513/E" SMBON 2 _ - �3 HV 7. 3/4" ACCORDION PIN W/ (jB HEAD * y--.o a%e OPENINGS _.__�z 1/a' EDEm75DFleenw 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW BETI7EEN CLEM TATE TYPICAL HV WINDOW BLADE (0 AND I' " POLYCARBONATE HV WINDOW DETAIL @OR ® `~® or 1 N.T.S.1 ® (SEE NOTE FOR I I I I I I I �_,I-I----•-� —"1. ( ( REQUIREMENTS) I OOR ® I *� LYO -ONgT,E IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE * 1(I Y ._I..... ,' I 112"MIN.CLEA ICE RESINS, UV-STABILIZED GRADE OR SABIC TO BLl M INNOVATIVE TE F"ON SHEET 19). RESIN (SE .— o¢� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �w� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR N4 I I I POLYCARBONATE SOURCES FOR a4 HV © BLADE. TYPICAL SHUTTER ASSEMBLY II' EXTERIOR APPUCAOIE RESULT LLi EXTERIOR TYPICAL PROPUMES STANDARD N.T.S. HY PIN a2 OR a AT 77 RE1Tn01a '•' / (2) HV PIN (9 MAY BE USED IN LIEU OF ® AND ONLY AT EX T IOR 1 BLADE'S KNUCKLE. PlOS1rN: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324"-, I (SEE NOTE ° FOR SFE]Y1C GMN AST.D762 0.043 lb/in 0.043 I6/In BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. Oa ©` REQUIREMENTS) TENSILE YIELD STREA0H p51M D030 9.400 P.°.I. 9.500 P.J. (3) HV PIN OR 3 W " " TYP I I nE%URAL ST NGM AT YIELD ASTN 13 D790 12.5.-.1. .400 Pai. © © / 1/2 O.D. 1/16 THICK S.S. WASHER 4'��� I III R RAL MODU- ASTN D790 340.000 P.P.I. 345.00D P J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B�Or III I RAP= SHEET OO P I I I I T ED NI ZOO ASTM DWO 18 Fr-le/m 17 Ff-W/h WHEEL CARRIAGE DETAIL SMDxE DENSPY ASTN 02843 47.2 T 64.5 x MAX N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASTIR 0035 C-1 CUSS C-I Cuss A.1:S. SELF IGNINO lSTI D1929 10407 960 T SYt9711ENy0: AM G165 TENALE STRENGTH AETER WEATNERN9 A61N 638 9302 P•°.i. 8840 p.* HV BLADE SOLID & 1'A HV WINDOW BLADE DETAILS IQSM1E 5RE65 BEFORE WEANERI"° ASDA Cut 846, 6600°.''. N.T.S. FLOMA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO,INC. 0 2020 EASTERN METAL-SUPPLY,INC. \\y 11 tll t �p �g BERTHA e-IVTM "\GEh ' �- pp►► nccordion Shutter System tP B �s ® 1 h t. m ®A�® H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE No.44 8C /// TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.N DESCRIPTION DATE DRAWN BY: M.P Ass• :�pJ /jLO/0 63.i,N.W.361h.St.,St..305.YiRGINIA GARDENS,E1.ORIDa 3316t 268 Westian° Inc. 1 OLD 1%-107 /2/202 DATE: 7/2/2020 troads ive 2 STATE F '• Ph—:(305)871�b1tecoccol''omDs)e71-1s31 West Palm Beach, FL r33407 3 DRAWING No 000 19 '•, QRI WALIER A.TILLIT Jr. P.E 20-164 \\�`t�AL/�SIGNATURE/DATE FLEI Uc.Jj aa167 s SHEEf NAL A\ 6 of 20 nun9ul a a c ° �, �• °" M N 3 r> u � a®+� *NOTES ON HV LOCKS AND CENTERMATES: 5 1.MANDATORY CONDITION I7: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN (i `'1 I OR 12"ABOVE OR-B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAL! IONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO I OR L.1, n1I I hn! I It I I T 11I CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16^1120'1 - LOCKS � OR 0MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR q�SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Da-xve_ 3. OPTIONAL CONDITION Q (VAUD ONLY WHEN ftDATORY CONDITION ill OR UMITED MANDA70FZY CONDITION I - #2 IS USED WAINO H.V_ LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4.+aR�S. o�oR®r �'� fl¢'A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS l�OR AN ALTERNATIVE DEVICE Nov II / 1 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). T W 4.MANDATORY CONDITION /2: ONE HV LOCK®a(®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, v ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xo�c-xpv—c I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, ® I E19x 5.f�gST ALTERNATE TO MANDATORY CONDITION Al V �o OR 2 r ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND g=�'= !� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � � OF 1/4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4"ALUM. IIr j 613� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( � C�cMg LOCKS AT 1/3 OF SHUTTER SPAN. livi" 6. IdMIDATORf CONDITON f2i FOR IKEYSTOINIE MOUNTING INSTALLATIONS, ONE HV LOCK or®or®SHALL BE 1 I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP f j TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 1 ®or®or®MAY BE USED AS AN INSIDE OR i , I 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®W/ CONNEC770N J,1IIB,� JI� ` 1 1 .1 �'�"''3 OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N J K t D M 1+ r P 0 R V W x(➢ i SHEETS 10& 1 18 TYP. FULL 'v *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER SECOND ALTERNATE TO MANDATORY CONDITION J1 VAUD ONLY FOR W'If LOCO(Sb-Oil CENIERMATES AND .�Num m MOTH---. _..._..------------- .._._.___. l_ ...� CENTERMATE 1. ® O O O O I :ONE ALTERNATE HV"T"LOCK OC)ER MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Q on oR 6 + ] oR$ oR 1 Q +13 a+ OF LOCK ON IN ANY ELEVATION.REINFORCING LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK(�INCLUDES USING REINFORCING LOCKE �, AS SHOWN ON SECTION F1VG,SHEET 9, WHICH MUST BE 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"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RiVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®+18 a6 O9•13 oA 1Q+�5 oR 1©+® *NOTES ON HO LOCKS & CENTERMATES- 1.1.HD LOCK(34 W/NO CENTERN fjR't ATES I31 OR(33 W/ ; ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF TYPICAL !1.1 HV BLADE SHUTTER ELEVATION HV LOCKS,?}OR(25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 34 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 Q8 x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�j AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone II Ill I 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM y 1 L E� � l ti c Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE No,441 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESGRIPI ON DATE DRAWN BY: MP B*i Assoclatlon, Inc. I OLD 17-107 I/2/202 DATE- 7/2/2020 E355 N.W.361A.St..SW.303.MRGINIA GARDENS,FLOMOA 3316f STATE 0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No y'. a-mall:t6teaa®aal.cam West Palm Beach, FL 33407 3 20— 64 '%Qix�,• FC 1 .•',� CA-0006719 , '�oARID WALTER A TILUT Jr.P.E. ss/ONq� �AEAL/SIGNATURE/DATE FLORIDA Uc. 44167 5 SHEET OF 20 Nnu E ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK, POURED---� CONCRETE- REQUIRED 1 .-1/4'0-20x3/4'S.S. REQUIRED ,� REQUIRED ,, SHEET 13) 1. . _, .._�, �. CONCRETE ANCHORS MACHINE SCREWS r_..L 1 FGR ..(SEE SCHEDULE ON W/ I/4'-20 CONCRETE ANCHORS / 17 1 8 at AA EYSTGNE(SEE MOUNTING 0 EET 7) Y f ! \ 1 (SEE SCHEDULE ON SHEET 13) ® •j j SHEEP 13) I NUTS 012'O.C. ! i Min. - 1 4'0-20x 4"S.S. I ! 'rMln." -Eq- EO- MACHINE SC SING - NUTS ,.1 •{_ _._ r19 r EO I•E0- !it/2 I�LII 2 .. 1,-1/2 I US 1/4' 2 I 1- 4D O C i t 1. E.D.# ,' r - r•.250'M xf C-J; ,'� ----13 OR 15 �+ 15 IlE Ip r' P N I�� ! I1 .-.250.M ri D.!. _ -.I �) 1 .250" FL rr' I I I I L` I f MGx. /i i- / � t ligg, I I I.' /E.D.• ' %� i I -) I,- I (_-_ •' I � I ;1 i OPTIONAL u I li i �.•� 1= r PDONAL I I I I I wt s9vRan0N �l,• i I�� it , , I iii7 $mm, ONsgT 11II�I ` -i1 rat om®a10 III I �♦ MIN.SEPPRATON TO CLASS I y7y7y7 i—�J on sNEFS t9 FOR I I XISTINI 11)O 1 I I 1 EXISTING --(SEE SCHEDULE ON SHEET 11).-_- l sAaFsOAQ9 i - E CIASS-Y I I I MIN.SEPARATION TO SHEET I I I I L GLASS I I I I _L.. i (SEE SCHEDULE ON SHEEP 11f-_ ,p___....__. E%LSDNG I I I I Y HV WALL HEADER INSTALLATION c��_____..__...___..__.__._____._I _._.I_�.9 ©HV WALL HEADER INSTALLATION L E I ST L EYSIONE T__._.-____ 10 EXISTING ,.__. _ _ ..._..mot _ _ ._. _ _ )___._ _.._.___ i- .. MIN.SEPARATION TO GLASS__._. .II II CLASS-1 MIA.gy ¶Gy (I 1 I ♦ i I I i I i I (SEE SCHEDULE ON SHEET 11) I TO C,� I I -;1 i OR 1� ;I I -----(1} E%ISTING� I SD¢DIRE ON 9,FEf I I I lip. MIN. SEPARATIO S _I , GLASS I j 11 FOR BADE mNN- ,I{, I I (SEE SCHF ON SHEET 11 I 1 1 I i I ON SHEET 19 FOR LLLJJJ LLL{{{ • I I!1 I, i II I I i EXISTING I I ,' i�l OPTIONAL woos m@ G,,..,.. I I I r I' C.O.j I N I I I I 1 1 1/4'Max. 1-� '_. \ 1 I I N%�1 OPTIONAL �'1 •_-O O i 11 I. 13 °R 5 , I it f,� {,•'i/2.' C_.I ------ 13 r .'1 J r- 1/4'0-20x3 S.S. I •-EO- EO-I PHILLIPS TRU HEAD b I 1/40-20x3 4 S.S.PHIWPS O CONCRETE ANCHORS _-TRUSS HEAD MACHINE SCREWS i ` 1 r t 17 R18 MACHINE SCR USING ,„.,. I -. �• "- -CONCRETE ANCHORS , ; / _1"_ 1/4'-20 NU 12'O.C. `, 14 (SEE SCHEDULE ON W/ 1/4'-20 NUTS 012'O.C. �� (SEE SCHEDULE ON SHEET 13) I Ming POURED CONCRETE- " SHEET 13) POURED CONCRETE_� �`/ OR CONCRETE BLOCK OR CONCRETE BLACK --'--��''� ICONCRETE ANCHORS REQUIRED WALL REQUIRED (p) HV WALL SILL INSTALLATION (SEE SCHEDULE ON (F)HV WALL SILL INSTALLATION POURE CONCRETE.._' SHEET 14) OR CON ETE BLOCK WALL RE IRED O HV WALL SILL INSTALLATION NDIE_EQB_OOA191"AD°"DF SEQILOIiS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D. EDGE DISTANCE `' ASSEMBLY ♦ SFE LIMITATIONS OF USE FOR !1 .1 H Y B LA D E 2- MOUNTING BECKONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BIADE 1A 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. L O w ® ® Accordion Shutter System Ti No.441 7 H.V. MADE#1 W/OR W/O RV.WIMM BLADE J TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems Ev.He DESCRIPTION BATE DRAWN BY: M.P • � •� WS9 N.W.36t11.St.,Ste.30$,VIRGINIA GMDENS,FLORIDA 3318. Association, Inc. I OLD 17-107 T 2/202 DATE: 7�2�2020 STATE 0 - Phone: 305 971-1530.Fax: 305)871-1531 4268 Westroads Drive 2 eo''•, F ( a-men:Llleero®eels n West Palm Beach, FL 33407 3 DRAWING No .( �ORID .• �`�; CA-0006719 20-164 ...•..... 'k' WALTER A.DLLIT Jr.P.E. 4 L,��`?��SEAI/SIGNATURE/DATE FLORIDA Uc.((44167 6 SHEET OF 20 CONCRETE T Me NG (SEE (SEE OR 10, TO , 'I R EQU SGHEDJUF ON EXISTING (SEE--I-- POURED n. GLASS---I C SCHEDULE TO GLASS I I FOR ELADE(DAND ON 94EET It FOR MPARAR (D&O 1, 7.GLASS"INE OF EXISTIN (ME SOH—LE CLASS 511n ALTERNATE-\ ANCHOR EXISTING LOCATION GLASS- EAD I0x3/4-HEX WASHER H OR I OR(l 5) 3/8, TEK SCREWS 0 12"O.C. EDGE CONCRETE ANCHORS OF (SEE SCHEDULE ON SHEET 131 ED,',' w APPLICABLE _ EDGE D OF OF EXISTIN GE LAD IF I GLAS PPLICAS UB IF D., EDGE OF A LE LZ P CABLE SLABIF POURED m aAss(SEE APPLICAFAE POURED-� FLAT HEAD CONCRETE ANCHORS CONCRETE E D CONCRETE (SEE SCHEDULE ON SHEET 14) SCHaDAE ON SNEE7 REQUIRED I I FOR MADE(DAnO POURED- REQUIRED 11 '.FLAT HE ON�19 FOR OR CONCRETE AD CONCRETE ANCHORS MADE,ID&O REQUIRED C. D.--- (SEE SCHEDULE ON SHEET 14) TRENCH INSTALLATION (VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (D HY WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HY N HY FLOOR INSTALLATION t SCHEDULE#3, SHEET 'll EXISTING CLASS- CONCRETE ANCHORS, I (ME�ED� (SEE SCHEDULE ON SHEET 5 1 1/4-0 ITW SUILM S"" EXISTING ADVANCED ITH=. EXISTI14G EXISTING (SulA.M—N Vo 0 POWERS M FASTENERS TAPPER.ANCHORS iy/CLASS CLASS GI TECIINGLO(;r OR 1/4 MAX. 110 m.Mp_iRcm M mka 1 3/4"MIN.EMBEDMENT 0 C (ME sem—LE 1) 11 1 0 C.MR SPAN AND 4"D.C.FOR SPANS LARGER T14AN 7a �A'I'EP'ly-7 !T <f)SEA" Alp LV8;F01=1 LANT SM TIP.)(SEE NOTE tt ON #lOx3/4-HEX FOR U.R MAX. WK.SEWM F OR xHER HEAD TER SCREWS -24'SS MS #14 1/4- HEX HEAD 3/8', 0 12"0.cV.S GL'A int - SCREWS_WS- 4.3/4 S.D.S. TEK '�REWS 0 9"O.C. R, M p!- SCI O.C. USING 1/4-0-20 NUTS OR rI/4'0-20 S.S. M.S.M S CONCRETE ANCHORS 6 '1 7 W/NUT 0 9--O.C. (SEE SCHEDULE ON �r W/ A4- A Mox. si C. C SHEET M) EMSIING NON STRUCTURAL N_ J a() M, iu WALL TRIM(DECORATIVE SILL) EDG OF ED 7 718',�.-7,,l y8 SIA IF 14.3/4 F.H. S.D.S. MIN I , a 9,D.C. POURED CONCRETE APP� LE REQUIRED CONCRETE ANCHORS -SEE NOTE 13(b) SEE NOTE 13(b)'E U. POURED CONCRETE- (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE-- ON SHEET I 14) OR CONCRETE BLOCK SHEET OR CONCRETE BLOCK AN CHORS LE O-S c ON EX'S GLAS'IN E.G a WLA D p ------- ROU OR 7_ REQUIRED REQUIRED OPTIONAL— POURED % g (R)•KEY.$ ME MOUNTING INSTALLATION ONCRErE­ (g) HY WALL FLOOR INSTALLATION HY WALL WALK—OVER INSTALLATION MAXIMUM ASO.DESIGN PRESSURE:+11.-12 ,f MAXIMUM SHUTTER SPAN 8'-0* REQUIRED INSTALLATION t OJ IZOUIR NM* t THIS INSTALLATION SHALL OF REM OVAEIL E.D. ;��DGE DISTAN RE 'W E WHEN PERFORMED OR A ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR F TYPICAL L'.U- 0 EN T ' OR ENTRANCE BLADE(D�ON SHEET 19 1- SEES 4 FOR TYPICAL SHUTTER CE SHEET I I ASSEMBLY I I 'S SPECIFICATIONS ON 3) INSTALLATION DETAILS WZ (1) HV BLADE 2_ MOUNTING SECT AN BE COMBINED AN NY I IN Y 7WAY TO SUIT ANY FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone: 02020 TILTECD.INC. 0 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A Accordion Shutter System \,\GEN 11LIECOatir. \ cp® M Ain No.44-67 H.V. MADE#1 W/OR W/O RV.WINDOW MADE "Zo TILL TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems !EV4 Nc DESCRIPTION DATE DRAWN BY: M.P 0355 NX 36th.St.,Ste.305,VIRGINIA GARDENS,FLORIDA 331K Association, Inc. I OLD 17-107 7/2/2020 DATE-. 7/2/2020 STATE(F Pho.. (305)871-1530.F..:(305)871-1531 4268 Westroads Drive -2 DRAWING NO emoil:tlitecDODnl.com West Palm Beach, FL 33407 —3 CA 0006719 WALTER A.TILUT Jr.P.E. " 4 20 164 o,ON A,L " FlCRtUA Lie % .SEAL/SIGNATURE/DATE 1)44167 5 SHEET 6 7 OF 20 SEE END WALL CON ECTIONSEE NOTES ON LOCKING RODS D,HV LOCKS.{` ®°r® oUT BO•,� IN I EXISTING GLASS INSTALLATIONS W,z I HV **AND ALTERNATE HV LOCK®ON SHEET 5. I� BLADE W HV CENTERMATES BLADE SLACK PETITE VA JD FOR ALL CENTERMATES APPLICATIONION WITH BLADE 1O Q°R®eR©+ 7QaRl®aR 10+13 �) (2 OR 0 SEE END WALL. CONNECTION NECTION 0.©5 ae©+13 aR tU7+©°R EXISTING GLASS SAILS ON SHEETS 10 & 18 1, � � I + S m 1 + 8 aR 8 + 7 aR 2-x2-A/B'x0•-2 Oa Qa119+@ l s 1/2" 7• _ _ 18063-T6 ALLOY)ALUM. 3 1/a" _.. --------------- ------__.--------... -- - ANGLE W/(2) 1/a"0 TAPCON 1/2" ®+® �"--- --___—i_-__ OPPOSING _I_ . SYMMETRYCAL -- ANCHORS TO CONCRETE CEN ERMATES I I CEN MIN. SEPARATION (70P/BOTTOM)k I.-I #10x3/4"S.M.S.® 12" 1, i I ; _ TO GLASS 1 (a)#,Oz1/2'S.M.S.TO TUBE-1 I ! ,'� O.C.FULL LENGHi. I ; J HV LOCK Or w _—CK - Or AT EACH ANGLE.(TYP) (SEE SCHEDULE ivi I I ON SHEET 11) IN --- I I —r-----! - 0aR®aR©+OaR®eRto HVB OUX+Q HVCHVA 1 a oA 6 + 7 POURED CONCRETE OR © ® OO ExISTING GlAS$ I 0 LOCK WALL �— REOULREOBc °R1 +. °R8 7 °R �------------EXISSI G O SYMMETRICAL * IN �'�'QeR� - - — _—O+ �5 ExlsnN CENTERMATES 1(6) — + eR «� ro cuss 5GLSS * ( E SCHEDULE O I , — '\ an 1 W/ HV LOCK 26 I (INTERIOR)PTIONAL ON SHEET 11) MIN. SEPARATION\ ® m ®^, (SEE SC PGLASSULE \ IN OPTIONAL '✓ —. ---. °R©+®_ _.___(-- ---��.._ ^.—T l ON SHEET 11) (INTERIOR) j / Ir __ -_—_—_—I_—_—_ LOUT .._--- _-..— CONCRETE" -\ r ?�ES i ANCHORS® �� y.• 16'O.C.V C—) „ f UT J B ,/2"MAx.SIAGK oUT \.,,+ -,- (EXTERIOR) HVE HVF** HVD /�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦�1 II III SI(!TJ/J 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. BER TM EA F J� \ A,S,E; A Accordion Shutter System No.44 67 '�' c o imc. ® ° Nv. MAX#1 w/OR w/o Hv.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 'EV.N DESCRIPTION DATE DRAWN BY: MR A' STATE F 'ZfJ2® 6355 N.W.36te.5t..5t°.305,YRG NN GARDENS.FLORIDA 3316 A99001Ct1Gn. Inc. OLD 17-107 7/2/202 DATE: 7/2/2020 �'.• Ph— (305)871-1530.Fos:(305)B71-1531 4268 Westroads Drive z DRAWING No �i�,e FCO RI P ,` a—mall:tilt_0a°I.°°m West Palm Beach, FL 33407 3 20—�64 ` CA-0006719 WALTER A. �NIAL�1t�`�'�SEAL/SIGNATURE/DATE FLORIDA u LLy 4M1167E 6 SHB�OF 20 ALTERNATE INSTALLATION WJHV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES ( 88�CO),��29 & LOCKERS Q7 W./ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 1B INSTALLATION.(1) HV BLADE OUT IN °�"`MASS BLADE CL)SIACN DETAIL ITS.INDICATED ON SHEEP 8, W/ HD CENTERMATES AN WELL AS UNIVERSAL HE T.WAY 1 BLADE©ITH DETAIL THIS N TERD. 1 6. ]a 8 eF 10• S� INDICATED ON 7H15 SXElT,NAY BE USED WITH THIS/LTERNA I 10•®�©. Q.©w HSrAIATION DETAIL RVG SHOWN IN THIS SHEET. SEE END WALL CONNECTION---1 ©•�'©°R©•�'®°" DETAILS ON'SHEETS 10 & 10 I 01/ (sow-T6/4*0T ALCM. I y�,® .- — ANGLE W6tz)1/4•a 7APcan 9/°- 35 ANC ORE TO WNCRE7E - I OPTIONAL . (TOP/9ormR L---------------*------- --- --------------- — ---_-- ._._. I I IN ---------(4)H.V. IN 4 (9)d10xt/2•SN.5. TUBE1 ff ArL 17.- —_------- I r- - ( AT EACH ANGLE.To( ) O.C.FULL 1n+Gxr. I ,. - (J M NPI.EFPARMgN 5 l 30 HV T" PINS(TYP.) I` ° °•r 7 3/A...- PINS(TYP.) �: (SEC maRI� / _ ! LOCK (INSIDE) lO FT-_. ---'— r— '1 31 oR 32 3 31 OR 32 31 aR�3 31 op 32 ® © {� OUT n C) (@ — Q) U 1/4" 0-20 x 1 1/2" S,S.M.S. �4�-I - 35*• (OPTONA*L) SEE NOTE 6 FOR HV IALK�, W/ ]/8"0 x 3/32" WINGNUT. (opnDNAL)HDB—HVB OUT HDC—HVC 'T'LOCK,ON SHEEP 5. 30* SYMMET 2(_ICAi,-}I• __"A ERMATE.S HV "T" LOCK (OUTSIDE)` � 28 5,'MMET IC L HD CENTEF�MATES W� G* Wf 4j LOCK I_EXT RIOR —�LO O�JAI.NJ:E?LOB) 'r SERIES 9444 ALUMINUM (2024-73 ALLOY)LARGE FLANGE THIN 6 7 8a10. 3a SHEET NUTSERT.FACTUR PART/DELDa2 O ®�©. ®•®� AS MANUFACTURED BY NEW CHERRY ©•7O•©��©'O7 '®an 07054TEXTORN.PARSIPPENY,NEW JERSEY , 07034 OR EQUAL --- -- v•�aOOr®a�•Om�'®�� i.V -- -- 1O I ' EEE NOTES ON LOCKING NODS®aE APw HO®IDOCS ON SHEET S UNIYERS.,L FLGTMG RIME©R noNs wn IT. VlLD FOR ALL QN,RaIAtEPUGIgNS WIM DUDE t17 HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 111 Ijl 1 SVa m2D20 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. oil BERTHA HVTM �\GENS '•� 1 L, �CO�N.. @ ® ®w® Accordion Shutter System No.441 7 -—: H.V, BLADE#1 W/OR W/O H.V. WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION GATE DRAWN BY: M,P n 8353 N.W.36th.SL,Ste.305.VIRGINIA GARDENS.FLORIDA 33,& Association, Inc. 1 OLD '17-107 /2/202 DALE: 7/2/2020 ? o% STATE :r� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mal:tilt°cobao1—M West Palm Beach, FL 33407 3 20-164 %�D('•.FCDR4 � CA-0006719 WALTER A.TILLIT Jr,P.E. 4 '''ApsS10NA L EAL/SIGNATURE/DATE FLORIDA U.. #44167 5 SHEET 1. 6 9 F 20 POURED CONCRETE OR 7 POURED CONCRETE POURED CONCRETE -POURED CONCRETE CONCRETE BLOCK WALL V OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS ' ANCHOR EXISTING CLASS <_ 2--M�N'/_ CONCRETE MICH EXISTING GLASS 0 1 G"D.C. To.SEPARATION GLASS(SEE ...... MIN MIN ON 2 SCHEDULE ON SHEET �_-i ED TO GLASS(SEE 11 FOR BLADE(DAND M SEE MIL SEPARATION I �ON SHEET MASS(SEE SCHEDULE ON SHEET 1/16"x3'MAX.--_ _.,_ ON SHEET 19 FOR To� T J SCHEDULE ON SHEET N.SEPARATION MIN.SEPARATION E1111" 11 FOR BLADE(DAND (6063-T6)CONT. 13LADES At R BLADE AND (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER .\ 'ON SHEET 11 FUR EITHER SIDE BLADES 0&(0 PLATE. (LOCATE 1/2* MAD (1)&Q BLADES(D& AT MIER SIDE MIN Fil OF L OF(D) EMP\ 1/2"MI USE I-OR 2*MAX. 10xI/2'S.M.S. AS APPIJCABUE)x2"xI/6"xO'-2" #IOXI/2'S.M S > 0 16"D.C. 11 J LUMINUM CLIP ANGLE 6063-T6 ALLOY)AT MID 0 16"O.C.--/ eSt.: DHEIGHTTA' 1) #10xI/2"S.M.S.TO(D&0 (2)1/4-0 TAPCONS ANCHORS TO J SEE DETAIL X FOJ WALL AT I-O.C. (LOCATE AT 1 OR (q. EITHER SIDE OF I�J'OR (13" SEE DETAIL X FOR SIDE CONNECTION OR SIDE CONNECTION (b OR TO TRACKS .0 SEE DETAIL X FOR-) TO TRACKS SIDE CONNECTION TO TRACKS @xx&@ 40- 6'(f): @-@-&@-@.@ 8•0-(D9-0-0-C5) &@_&9-@-@ END CONNECTION DETAIL(j) END CONNECTION DETAILEND CONNE 0 DE I NNECTION DETAIL(a) POURED CONCRETE OR 4 REQUIRED ONLY FOR �s GREATER THAN 12'-0' CONCRETE BLOCK WALL EXISTING EXISTING GLASS REQUIRED r GLASS Z # " MN.SEPARATION 10xl/2"S.M.$ ! ---------- TO GLASS(SEE —-—-—- --- MIN.SEPARATION 7- HEDULE ON SHEET TO GLASS(SEE OR@)OR@OR FOR BLADE(DAND 1/2"MIN. DR@OR(90R CONCRETE SCHEDULE ON SHEET SFIEL7 19 FOR ANCHOR 0--­4 11 FOR BLADE AN(D&Q 12"D.C. OR ON SHEET 19 FOR AN9 OR ED -------- OR __ i"MIN. 1p D.C. e'_,--- 7 1,;� 1/2-MIN. 'C OR®OR OR 2 MIN. 2'WIN. SEE LIMITATIONS OF USE F VIEW SHEEP 1 OR @ @ BLADE(9 ON SOR(qOR(j3OR(jf) OR POURED CONCRETE OR T -DETAIL CONCRETE BLOCK WALL END INSTALLATION EQUIRED HV BLADE OR 16 HV WINDOW BLADE INTO END NNECTI L CONCRETE OR CONCRETE BLOCK WALL. @)'@-@-@-@-@-@'6END CONNECTION DETAIL @ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC. N ...% BERTHA HV,M G E A Accordion Shutter System No.44 16 /771 LTEcoN., \ H.V. RARE#1 W/OR W10 KV.wiNDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N, DESCRIPTION DATE DRAWN BY: M-P STATE F Association, Inc. OLD 7-107 DATE. 7/2/2020N ds Drive Phone (305)871-1530.Fax:(305)871-1531 4268 Westroa 2 DRAWING No CO R _oil:kilt.�.O..I.Extnn West Palm Beach, FL 33407 .3 FS CA-0005719 WALTER 20-164 0 JDA LUT Jn.P.E. 4 Nli FLOR U..#44167 5 LAI6WE' EAL/SIGNATURE/DATE SHEET 6 10 0F 20 jQHEDULE a SC E lLE_#2 SCHEDULE ) MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft.) FOR MAXIMUM SHUTTER SPANO "L+" TALLAWI I PND "_AOIES• CENTERMATES.® & ® or or ( R 'L-" (ft.) INSTALLATIONS W/ ONE H.V. LOCK or or or INSTALLATIONS W/ I FOR A HD LOCK ® ® & �& W/ ONE HV LOCKS CMANSORY& WOOD POSRNE A.S.D. DESIGN PRESSURM ALLOWABLE E RATING. GIVEN ®W/ NO LOCKING RODS or ONE HV LOCK p_� or®or® OR W NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV '7' W/ NO LOCKING RODS ® ,2 / WALL A, C, D,� M, N, 0, P, Q, A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,It) RODS A MOUNTING K & L R. 5, & V. (VALID FOR MOUNTING Il BOTTOM SEE NOTES tt (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /y SHEET 7) FLOOR/CEILING G H, I, 11, J CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & N, O T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: ND.DES NADESI __u as.D.DESIGN S.D.a .Deslcn I C S.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. (P.m MOUNTING RATING k RATING FLOOR/CEILING MOUNTWc (P.JJ FLOOR/CEILING MOUNTING (P••.+•) OR GNEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+OR-) _....�.-I, ._,_... ,- (+OR-) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. (+OR-) _ O MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR L+ (n1 L-(N L�(��._..�_-(n�-- L+�nj---i-(�).__ L+ (n) i-(!9 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0' 30 16,-0' 16'-0" 30 16.-O" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -- _'- ---- ---------— ----------- ----------- 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPA) BETWEEN "L+"AND "L-". 35 14'-10' 14'-tD".„15'=2 _-,1s^O'- 35 14'-10' 14'-10" 35 15'-2" 16'-TO" 40 13'-10" 13'-10" 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ _ _ _ _ _ COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1" 13'-1" 13'-4" 14'-3° 45 13'-1' 13'-1" 45 13'-4" 1_4'_-3"_ •I• HV CORNER CENTERMATE g3 MAY BE USED AT ALL _ W/ FLOOR CEILING MOUNTINGS: - 50 12 5 12 6 12-8 13'-7"_ _ _5_0 1_2_'-5'_ 12'-5'T 50 12 3 13_=_1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS / _ - - SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11 10° 11 10 12-1 12'-11 55 11'-10" 11'-10' S5 11 1 1 V-11" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE - — - ,...__C0__.,__,_,,.__ —_._ _ _..._...... NOTE O5, SHEET 5. -4 -11_-4_ 11-7 12-4" _,.,-._60 11'-4' _1 V-4' 60 10'-2' ,-10-11"_ RATING; _- 65_„-V10'-10' 10-10 11'-1'� 11'-11" 65 10' _10'-10" -� 65 -�—9=5'^ .-10'-1' DETERMINE: ...—_._ ._.--.__..-__ ___._—_._ __..__-....._..__. _._._,____.__ ., _._ LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9' 1V-5' 70 10'-6' TO'-6" 70 5'-9" 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING _._.-_.0-,.,_.________,_._._—._..______ -_ _ __. 7$ 10'-1' 10'-1" 10'-4' 11'--- 7$ jp'`1' -1p�7' 75 B-9" tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 - 9_-10" 9•-10' 10'-0" 10•-9" 50 W-10" W-10" "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR _._„_ .._-_..__ ..._._._.__-.-.-. __..._ FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE B5 9'-6" 9'-8' 9'-9.1" 10'-5" 85 9'-6" 9'-6" INSTAL1A710NS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" W-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: -" `-"--"-- '--'-`-"- 1- CONNECTIONS TO KEYSTONE MOUNTING _. 95 _9_0_ B'-9' 9'-2" 9'-10" 95 9'-0"__6'-9"_ L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 7-'- '-' •----� ,-LIMITED TO +6472 p.s.f. AND 8'-D' SPAN, SEE -_ 100 B 9 B;-4' 9'-0 9--7 100 �B'-9' 8 4' L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING@ ON SHEET 7. 105 8-7 7--11" 8'-9 9'-4 105 8'-7-_ 7-11"°- INSTALLATIONS. W-2" 110 B'-_4" _ 7'-7'� FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE �1,15__.-._ 8'-2 7'-3" _-8•_4- _W---11"� �•115— 8-2" 7'-3" MINIMUM BETWEEN "Li+","L2+", "L1-"AND "L2-" _ 12o s,,u"_-a-„W a=? eta —T220--e.-o:- -6:_„ ' SEPARATION TO GLASS SCHEDULE _.-..., (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 ?�-10"_. s-8' e'-°" B'-5' 125 T-10" 6'-B° . _.. _..__ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-B" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _135 �__. 6,2._�_9_._..�_9__ _.ias-- -�,7e-" s_Z WIND ZONE MINIMUM - SPACING. _..140 ='--s' ....5'-?? ...7'-7". ._V_6_` -1446 �,=5 ...__...s_�;,._ ASTM E-1996 SEPARATION 145 _7'-3" 5'-9"- 7'-5' T-3" 145_._ 7,_3. TO GLASS 150 T-2" -7---,_4` _4_7T-o' -.I _-_- iss 1 THRU 3 > 165 6'-10" 5'-1° 7'-0" 6'-4" 6'-10"_...-5�-1•_- 170 C-9" 4'-11'_ W-11 6_-2" .._._.-___....__._--...'-1 I"._ 6 9 175 6 7 4 9 — =6"-- 4 B 5 ;9. _180 -6 6 a 8_180 _.4-6 1) H V BLADE ... - __�_.. _ 195 fi'-3" 4'-3" 6'-5" 5'-5" 195 6'-3-_ 4'-3" - __-200 _ _._...-__ ,-_--.___ 00 .—.__._._..___... 2D0 6'-2' 4'-2" 6'-4" 5'-3" 200 zo 6'-2' 4'-2' s s'-1" a'-I 6'-3° s-r -zos_ 6'-1-" __4-=1' _- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `Opt II('I T 111o" 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. /1 BERTHAIHVTM '�'= _ ® �w� Ea ® Accordion Shutter System H.V. BLADE#1 w/OR w/o H v WINDOW RAM No. 1 - American Shutter Systems •*: TILLIT TESTING & ENGINEERING COMPANY Y EV.N DESCRIPTION DATE DRAWN BT:.Mr,CpV./GG. ` O 8355 N.W.36th.St.,Ste.3D3.VIRGINP GARDENS,FLORIDA 3316f Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 Phoaa (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z A STA OF G I e-mail:tllteaocaol.aum West Palm Beach; FL 33407 3 DRAWING No ��`� CA-0006719 4 ZO-164 FLORIDA %/ FS � NN�t` WALTER a TILLF J,P.E. SHEET �77jr4�s/�N L/SIGNATURE/DATE Da.p aa1e7 5 6 11 OF 20 MAXIMUM ANCHORS SPACE C�{in�SGHEDUL FOR A GIVEN MAX SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A GORRESPONDIN. MOUNTING TYPE FOR CONCRETE OR GONGREfE ANCHORS SPACING LGEND POURED CONCRETE pUMINGS A U.c, D F ON SHEET 8 POURED CONCRETE/CONCRETE BLOCK TAPCON OR MMMUL, WWALL H WD MOUNTING A WALL HEADER MOUNTING WqU.HEADER'MOUNTING. (�.WALL SILL OVNTINO (J WALL SILL OUNDNG O&(JF WALL HEADL-R/SILL TAPCON WITH ADVANCED SPAN / W/ W/ MOUNTING THREADFORM TECHNOLOGY (tt) ASA MEN NEGATIVE PRESSURE MIING(0 A.S.D.1161GN.NECAINE PR_Q41PE RATING _I ASA OE9CN NEOA., u E,RA1WG(P'I A.S.D.DESIGN.NEGATIVE PRESSURE.R111NG, 1 AS 0.DESIGN NEGIINE P.�55NS R}IING(ptf ASD..DERM,NEGATIVE PRESSURE RATING ' 50 40 60 75 90 120 160 205 30 40 60 79190 12D tr>o 205 30 40 60 75 80 120 1601205 30 40 60 751 90 120 160 205 30 40 60 75 r90 120 160 205 30 40 80 75 90�120 160 205 BLUE TAP -S� 14- 12 10 9 B B 8 6 14 12 10 9 8 B 6 6 14 12 10' 9 B B 6 e14�1�270 9 e 8 6 - 14 12 10 9_ B B 6 5.5 8 e_ B B e 8 7 5S3-0" i'4 j2`10 9 B B 6 6 14 12 10 9 8 B -6 6' 14 '1E�'10 a B 8 8 6 14 �10 9 e BY 6 6. 14 12 ,0 9 B B'• 6 8' 'B 8' B B '8 8 B _ TAPPLl24 OR LESS T4 12 10'9 B e 6 9 ib 12 10 9 B 0 a-.B 1412 �10 0 814 10 '9 e...B'e 3 14'12 10 f) B B _B_ 6 9 8 B 8 B 8 _B14 12 10 9 B e �e 6 t4 12 10 B B B 6 B 14 12 10 B 8 B g 8 1410 9 e B� fi - 14 12 t0 9 8 e 6 8 B B 6 B 8 e B 7 14 12 10 9 a 8 e 4 14 12 10 9 B 8 6 8 14 12 10 9 9 B e B 14 12 10 B 8 7 - 14 12 10 B B 7 55 - B B 0 B_ ___.- _.� ._._ _._...__.._.._T...._._..._ .____.___._�_.. T-___ .___. ___� ___.__.__..____.-. 4�-0" 14 12 10 8 8 8 8 4 14 12 10 e e 6 e 6 14 12 10 9 B B 6 6 14 12 10 B�8 8 5.5 - 14 12 10 9 B B 6 6 e 9' 8 588 "8 B -,__..- __.._.- _..._ __ ._._.__ _._ 2 ______._.___.__ __.._...r... _. __....___.. ..,____ -6- -s- -___.___.__. 14 12 10 B B 0 4.5 - 14 12 10 9 8 9 8 4 14 12 10 9 8 ,g- 6 fi 14 12 1'0 9 8 8 - - 14 12 10 '0 8 B "e - g B e B 8 B B.5_ S __ .__..r.___._._ _.-.._ ___. _..__ __._.__..._.__...�.._.__ ____ _.___._._.___.___ __._._____ 14 12 10 9 B B B 4' 14'12 10 9 8 8 6 6 14 i2 10 9" B B. 8 6 '14. 12 10 9 B 8' - - 14 12 10 8 8 B 6 - B e' e B B e''7 3.6 14 12 10 V-6 e B 4.5 - 1a 12 10 e 8 B 8 J.5 14 12 10 9 B 8 6 6 14 12 10 0 7.5 - - - 14 12 10 B 7.5 5.5 - - e 8 B B 7.5 S.B 4 3 5'-0" 1a iz 'mB 8 4.5 - 14 1z 1a 9'•8 0 6 3.5 14 12 10 e e a c_s•'ta i2 to`e e->'_ __=14 12 io a-'a`e 6 g a_I'eY-5��'13 -6 A SEE ANCHOR 14 72 10 tg 5S' - - 14 12f0 9 8 B 4S - 74 12 10 9 e e 8 5" 14 12 10 B B 3SPECIFICATIONS i4 72 10 iB e a - 14 12 10 s- s a` e'3,5"141z 10 a B 6 6 s i4 ii to s `B ==14 12 10 s 8"74= g e e a s is 5`s 4` ON SHEET 13 14 12 10 9 8 SS 3 - 14 12 10 9 e e 4.5 - 14 12 10 9 B B fi 6 14 12 9.5 7.5 4 - - - 14 12 9.5 7.5 8.5 M. - - 8 8 8 7S 6A 4.5 J.5 - ..-- __ _,._._...___ .._. _ ..___.__ ...___ __.__....__...._._ _. ._._ .__..-.__.I__ S-0" 14 12 10_ 9 8 SS - - 14 12 10 B B 8 4.5 -'14 12 10 9 8 8 5 6 14 12 10 B 8 4 - 14 12'10 B' 8 e 4 ._ B B g B e 8 B 7.5 -.-_ _-._. ...__ ..___..____.._........�._.4 -.-a SHE _-____ .____._.__.__..__ .__________..,__.. . -_._ ___.,.___......_..._ 14 12 10 9 8 3 - - 14"12 10 9 8 B -^ - 14 12_ 10 9 B 8 55_J.5 74 12 10 9 4.5 - - - 14 12 10 9 7.5 4 - - B 8 8 B_7.5 6.5 4 3 ____..___.._._ _ _... _._,-._..__`.___ _.. .__ .. __ ____- 14 12 10 9 e 5 = 14 12 10 9 B B. 4 14 12 10 B B B B SS 14 12 10 9 5 - - - 14 12 10 B 8 4.5 B 8 8 8 8 '6 4.5 - 14 12 10 9 8 4 - - '14 12 10 B e 6-5 3 74 12 10 9 8 e 8 - 14 12 B �4.5 - - - - 14 12 a 6.5 5.5 - B B B 6.5 5.5 4 3 - 7,-0. 1412 _ - _ 1.4 12 10 B B 6S 3 - 14 12 10 9 8 B B - 14 12 109 8 - - - 14 12 10 9 B 7 - .B B _B B g 0 7.52 10 9 4.5 - 14 12 10 9 e 4 - - 14 f2 10 9 e 7 4��= 14 12 10 . - _ - 14 12 10 g 8,5 - - - B 88 B 8.5 9 3S_.__ _._ ___ ..,______.__._._ ___ ..,_ ______ ___ . __._ ___ ..___ __.._ .,_..__.____.__.__..__-__.-_14 12 10 9 7S 3.75 - - 14 12 10 e B 8 - - ,4 12 D 9 B e 6 - 14 1P 10B - - - 14 12 10 8.5 7- e 0 0 5 7 5 4 14 12 10 9 5.5 3 - 14 12 10 9 B 4S - - 14 12 1 9 B e - - 14 11 7 - 14 11 7 5.5 3.5 - e 8 7 5.5 4S]S - 8r_0. 14_ �j 12 10 9 5.5 - 14 12 10 9 8 4S - 14 12 8 B 8 - 14 12 10' 7 4 - ib�12 10 9 g 3 - 5 t3 B 8 _B 75 7 4 14 12 10 5:5 3 --1 '14 12 iD I 0 -8 - 14 12� 10 B 6 SSA_ 14 12 8.5 3 14 12 &5 7 4 - e 5' 8 7 fi.5 4 3 - •BLEE ADEIM AgONNS SHEET U59 FOR 14 12 f0 9 S - - 14 12 10 9 B _.} -N 7412 10 B e B - = 14 12 9.5 - - - 14 12 9.5 7.5 4S - B 8 8 7.S 6 4.5 -- N 14 12 ,0 65 4S - - - 14 12 10 9 7R - - 14 12 10 9 8 - - - 13 0.5 4 - - - - - 13 9.6 6.5 5 - - - - 8 B 6.5 5 4 3 - - __T 14 12 10 85 414 12 10 9 B _ 14 12 10 5 - 14 12 10 B 6'5314 12 6.5 4 - 14 12 10 B 4 - 14 12 10 9 75 14 11.5 4.5 _ 14 115 7.5"e - __B a 7.5 �fi�'5' 4 -r14 12 10 B 4 14 12 10 9 - - 14 12 10 B5 -T 14 12 5 - - - - - 14 12 8 B.5 - - -�- 8 8 8 8.5 5S 4 - 14 12 95 5 SS - _ ,4 72 10 B 5S - 74 I2 10 B B - - 1,6 8.5 115 8.5 55 - - 1 B 8 56 4S J5 _ri_ - 70-0" 14 12 95 5 3S - 1{ 12 j0 B SS - 14 12 10 9 EI_- _ _-14 12 7 1 14 12 10 75 - 8 e 0 B �'8 75 _ .____� _._ `t 14 12 55 3 - _ _14 12 ip 8 3 - 74 12 10 _9 B j - - 14 105 3 -i_-VI __74 7p5 7 JS 5 - B 8 7 55 45 35 a 5 14 72 B 4S 3'_ - - - 74 12 10 B 5 - - i< 12 10 e 8 I i•- -' 14 11 -I- - 14 11 7.5 - - 8 _-B 7.5 6 �5 -- 14 12 7 - - - 14 12 10 I - 11141 -12 12 10 - `- - lOS B - OS B 5 _ 8 _B 5 4 3.5 14_ 12 7 - - - 14 12 10 -_ - - 10 - = - =144 5 _ 114 12i1a 0 6 8 B B2 4 - J - _ 14 12 10 _ - 12 ,0 -{- - - 2.5 9.5 - - t2.5 85 6 - 8 __..14 12 6S - - - - - 14 12 10 - - - - - 12 10 - - - - - J.S fo - - 14 10 7 -� - B B 7 5.5 4.5 - 14 12 5.5 14 12 10 14 12 10 95 7 _ 95 7 35 - - g 7 45 35 J _ 14 12 14'12 f0 14 I2 10 _ � 14 72 4 t4 12 10 B B 6 6 3 12'-0" .IiI 14 12 S :7114112 e ' 14 1211011585 i1S BS 4 - g8 55 43 4 14 12 5 14 1 12 10 74 12 1 10 -12 5 9 B B 8 5 4 ,4 ,2 _ ,4 12 - ,4 ,2 9 45 __.___B_B5_. _ = B 0.5 45 35 3 _ 1 i HV BLADE OR n HV BLADE. 14 12 - - - - - ,4 12 - - - - 14 72 1a 12 - i- - - 14 '12 - - -- B B e ll 8 4.5 -- J _ _ _ _ ._ to t2 - ^l0_5 ss _ _ _ - =-- e - _ g e s 4 3.5 - HIJ OW BLADE _�- _..,.. 11.5 8.5 -- - B 8' S.5 14 12 - - - - - - 74 12 14 12 - - - 1S 8 _ _ 1 HV WIND 14 12-_-_,- - tl 12 - - - - - - '14 12 B J - - - - - g 6 - - - - - 8 e 4 3 - - 14�12 - - - __ - 14 f4 jq'i2` ._ _ ._.._......_.14 _9_. 74"j2 _- _"8 B e 14�-0"14 7 _ - - - 14 12 - - 14 12 - - - - - 10 _4 - - - - 10 14115 - .-... .14 12. _ = 14 12 -� 0.5 4 - _ =10.5 BI__._' _ e 9 g 4•'- _ _ _ _ _ 14 -...._._ _ ..__ 5 _ _ _ _ _ 7,g _ _ _ _ - 7.51 5.5 3.5 3�- _ UNISON ._._._.�. _ _ - _..T�.._._ __ _ e e 5 i 7 35 ___9 8 7 4S J5 ] 14 _ _ _ _ _ 14 _ _ 74 _ _ _ _ _ 14 _ _ _ _ _ _ ip _ _ _ _ _ _ 70 _�_ B 7.5 5 4 -I - 14 �1_. �-, 14 .. - 14 = _ 7 _ _ _ _ _ 7 _ 7 55 3.5(_ _ 16-0" 14 14 _ - 14 - - �e _ _ �e _r-7 8 B 875 6^ 3 e 8.5 4 J.5 - - - - 14 - - - - - = B•5 - = - - - sb - - _ - - = 45'- - FLORIDA BUILDING CODE(Non High elelocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. 11�1 Np t T • BERTHA HVTM I L, �CO m I ti Accordion Shutter System No.441 Hv RAM#1 w/OR w/D RV.wiNoow BLroE *; 14r / jrLv TILLIT TESTING & ENGINEERING COMPANY R18fCCD Systems A � Shutter $ St6S EV.N DESCRIPTION DATE DRAWN SY: MY ���"'/ 6J55 N.W.361N.St..St..305.VRGINIA GARDENS.FLORIDA 3316t Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 a'• STATE Ph,re;(305)071-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �,C' F�ORI '\�' o-mole UNeoo®ool.�om West Palm Beach, Fl 33407 3 DRAWING No •,.�\ CA-0006719 C /••...•• 'N4��� WALTER A.TILLIT Jr.P.E. 4 20- V 0NAL` PAA SEAL/SIGNATURE/DATE FLORIDA uo.a 44167 a SHE OF 20 MAXIMUM ANCHOR` SPACING (in.) SCHEDUI F FOR A GRIN MAX, SHUTTER SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPOND! •M 1MIMG IM FOR CONCRETE OR CO CRE(E J= = LalfONc- (SEE M09 &H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: WNCwE Mow PVjr4D cONcRen: TO EXISTING POURED CONCRETE:(Min.I'c-3 k4Q MAKI M OE WALL.SILL MOLL LNG ©CEILING MOUNTING OH FLOOR MOUNTING - 4'0 TAPOON OR TAPCON WITH.ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Pc 3 ksi) sP - 1 4'0 x 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY'AU.POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.FG-3 Iw.) 00 ,- DF9G11,NEH9NE PRESSURE PALING � .5M.DENGN KWATNE HISSURE RA9NG S0.OE4(R7 NOwn PRESSURE PATWG Qs1. - /4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS'DIRECT,INC.(Min.Fc-2 ksi) 30 40 60 75 90 120 180 205 30 40 6 75 90 120 160 205 JO 4O 60 75 90 120 160 205 TAPCON OR 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,'ING.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.f'c 3 ksi) 14 10 B 8 B 6 3.5 14 12 s B6 860 1412 10g 8 868 3'-0• 14112 12 10 B 8 B 6 8 14 12 J.12 9 B 8 6' B 14 12 10 9B B.6.6ALL POINTS SOLID-SET NOTES: OR L65 i4 12 10 B e B 6 6 14 12 10 B _B B 8 8 14 12 f0 i_8 8 6_fiBLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 12 10 e B 8 6 7 14 72 1'0 9 B e 6 6 14 12 10 B B B 6 8 14 f2 to g e 7 5S 3.5 14 12 10 s 8 B e s 14 12 10 g e e 6 fi TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. f4 12 1D` 9 B s '6 6. 14 12 f0 9 B 8 6 8 14 12 f0 9 B 8 8 5.5 4'-0• _ _ A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE ND EMBEDMENT 14 12 12 9 e e 6 4 14 12 10 8 e B 6 45 14 12 f0 9 5 e 4 3.9 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHAM BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 B B B 4.5 14 12 10 -,IF- e 8 B 3.5 14 12 10 e B B B 4.5 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 a 7b 5S 3S_- 14 12 10 9 8 B 6 5 14 12 10 9 8 7 5.5 4 •SEE Uu A.RS OF USE FOR 14 12 10 9 8• 8 6 6_ 14 12 10 B' 8 B 6 6.6 14 12 10 8 8 8 6 4S E 8 ON SHFEf iB V-0' --- - _ _ _ A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, to 12 fo 88 7 4 - is t2 10 e a eS 3 a5 14 12 to B Bs_ 5 35 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 f0 9 e 7S i5 14 12 16 9' 8 8 6 4b 14 12 ID, 9 a 6 4.5 3.75 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7S 6S 4.5 - - 14 12r,", B 8 75 SS 4 1a 12 10 9 e 6 4.5 Jb INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 8 8 6 - 14 120 9 8 8 6 5 14 12 10 9' B 6.5 5 3.514 12 f0 B 7.5 5.5 3 14120 &5 7 SS 4_ J 14 12 8BS 6S 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 12 9 8 e = - 14 t2o 9 8-65 8 3,75 14 12 10 8.5 8 5 '4 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 BS 5S 3 - - 14 12 10 B 8_0.5 4.5 3.5 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. 7,_O. 14 14_1z_f0 9'B 7 5 4 14 12 10 B 7.9 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 14 12 10 a 6.5 4 - - 14 12 9 7.lS B A5 3.5 14 IDS 7 5.5 4.5 J.5 = - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED By ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY -'- ""-` '"" 114 _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 1 B.S 7 4_- _ 1Y 1- 5 75 S5 4 -- 14 12 9 7 7.3 4,5, 14 11 7 65 4.6 - - _-..14 _72 f0 _B 7b 5.6 4 14 12 9 7_ 6 4S 3 - NOTES: 8'-0' 14 12 - e -5 S.S - - f4_12_ 9 8 4B 4 - 14 f2 10 8 6.5!fi 3b__ 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON a 12 8.5 7 S.5 3 - - t4 12 B 8.5 5b 4 '3 -_12.5 9.5 9_ H 4 3_-__ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1'. 14 12 9.& 12 B.5 8 8.5 5 - 14 12 0 66.5'4 13 N 14 12 10 B s.5 5 - - 14 12 B 6.5 5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO (4 14 12 109 7.5 4.5 = 14 12 B.5 7 5.5 4 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 7.5 8 4 - -14 11 7 b3 8 3.5 - - 11 B 55 45 3.5 - - - EXIST,AND 1'MIN0UM FOR WADS WITH NO STUCCO. 14 8J 6.5 4S - = 14 12 e.5 7 SS 4 14 10.5 7 5.5 8 4.5 tt.s 8.5 S5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.6 4.5 3.5 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 7S - - =14 12 10 B 5S S - - f4 f2 a V 4 = ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3s - - 15 95 5.5 5 q 3 - tU 17b 5 4 a _ NOTES B.1) &9.2.)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 I1 7.5 5.5 - _ =ib 11S 9 6 3 1_ = 25T95 6 5 4 4 FOR INSTALLATION INTO EF5 WITH METAL STUDS SEE SHEET 20. OS 8 5 - _ - - - 14 12 8 6.5 f0 6S 5 4 3 __ - 14 12 10 - - - - - 14 12 B 7 6 4b - - 14 ta.5 7 6.5 4.5 ss` - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'_O'__. .__..__ t25 BS 6 0.5 4 3 - 9 7 4.5 3S 3 - 14 10 7 - =14 16S 7 5.5 4.5 - - - -1.5 9.5 S.S 4.5 3.75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 S - - - 14 11.5 7.5 8 5 -__- - 12 9 6 4.5 4 -_ 14 1172110 _ - - - - 14 12 Bfi.5 SS-_ -_ - _13 10I BS_ 5 _4 _ - �D1 .C�_)/ $U.S_SP9('rIN.�Sfi)( ()lE�R ANCHORS: 1.6 5 3 _-__- - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING J.5 6 - - - - - 13 9.5 6.5 5. 4 - 0.5 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 7 5.5 4S - 1f e.fi 5b 4.5 3S - REDUCED SPACING OBT14NED USING FACTOR SHALL NOT BE LESS THAW MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 5.5 8 5 = - 12 0 8 4.5 _4 - - _- 13'-0' __ - - FACTOR 10.5 '8 - - - - - - 10 7S 5 4 ] - - - 7.5 5A 4 3 - - - - ACTUAL zs'es=_ -`_ - 1z"B a 4.5 4 -_ - 9.5 7 s a= - - = EDGE TAPCON ETAPgpFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/GIP TAPPER + e B - - - - - - 13 9.5 6.5 5 - - - - 10.5 7.5 S 4 - - LADE DICTANCE MIN..SPACING N WITH __ 14'-0' 14 12 =__-- - 14 10.5_7 5.5 - - 11 6.5 5.5 4.5__ = E.D. MIN.SPACING-3' TMR MIN.SPACING 3"D MIN.SPACING-3 1/2• MIN.SPACING-J• 3 3/4' 4' HV B OR 10 7.5 - _ -- 8 7 4.5 DS= - - - 7`5 3.5 3 - - _ - DE POURED CONCRETE& P01�00, E COIA�iE a06R POURED CONCRETE& POURED CONCRETE&pqy� E E EM 11 8 3.6 4.5- _ _B a5 :s - _  _ - (�,A� HV WINDOW CONCRETEM-M B3. M R.ED•3 1/2' MN.ED."2 1/2' CONCRETE BLOCK CONCRETE BLOCK AIR.M.3 1/2'MN EA•2 1/2' 12 J 6 - - - - - 9.3 7 4.5 - - - 14 - - - - - - - 13.5 6.5 - - - - - 0.6 0.90 1.0 0.84 1.0 15•-0"-9-_ - - - - _-9.5 4 = _ - =B5 3 J RKING �21///z�_..__.___--. -- 1 - - ---1:0--- -- - _ D_67 ioBLADE WO = - 10 Los 5 _ _ _ _ _ _ IN UNISON _- - - - - - -- - -=es a_f_ - - z' 1 0.5i- 7 _ _ _ _ _ _ 71.5 B.5 5.5 - - - - - 9 eS 4.6 _ _ _ _ _ -- ____..__.___ �10 ____ _._. ____-_..-.___._____.__-_..____,.-__14 - - - - - - - 126 9.5 6 - - - - - 10 7.5 50.91 0' e e 6 4 - a 4S J" 1 1 2' 0.35 0.35 = _ =e e a.= - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A,0114INIII lido" 02020 1ILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,''a�'.` ." ' ��cE sF ..� S. ® Accordion Shutter System .No.44 67 -�'� � c ® ® ® ® H.V. BADE qt W/OR W/o KV WNWIN BLADE .. �iLp TILUT TESTING & ENGINEERING COMPANY American Shutter SystemsEv.N DESCRIPTION DATE DRAWN BY: M.P a' 6355 N.W.J6th.SL,St..303,MRGIRIA GARDENS,FLORIDA3310E STATE FAssociation, Inc. t OLD 17-107 T/2 202 DATE: 7/2/2020 Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2��D'•. F P �bc e-molU0t0e0B9a91.com West Palm Beach, FL 33407 3 DRAWING No ///�tS''••,••• •'• W A.TRW Jr.RE ZOO I V4 ALTER ���'"S,O,N,A,1 R,0'�EAL/SIGNATURE/DATE FLORIDAx•y 44167 3 S E3 OF 20 MAXIMUM ANCHOR* SPACING (jp,) ar.H D I F FOR A GIVEN MAX_ SHUTTER SPAN A.S D DESIGN NEGATIVE PRESSURE RATING AND A OR CONCRETE OR CONORETE BLOCK INSTALLATIONS SEE MOUNTINGS I,J.K&L ON SHEET 7) POU POURED GO CONCRETE BLOCK A*ALLID-S ING LGEND I'WALR OVER& I7 TRENCH ___,_ OWALL/FLOOR- O L/WALK OVER MOUNTING IMIDMUM J RAINCUARD MOU K MOUNTING L WAL 7M __ MouNOIR _.4__.._ ,_�_,__ _ OR IN) .'0'0151ON IffGViVE PRESSURE PATWC. 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BLADE#1 W/OR W/o H.V.NINDoW SLAM 7'T \` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y Icy.N DESCRIPTION DATE DRAWN BY: M.P o' STATE F 2a 8753 N.W.Jbih.SL.Sle,305,VRGINq GMDFNS,FLORIDA 3316 Association, Inc. , OLD 17-107 /2 202 DATE 7/2/2020 Z'ft'•, Ph- (JOS)87'-1530.Fb> :(305)871-1531 4268 Westroads Drive 2 DRAWING No 0�'' FCORI a-moll:tll-Gool.wm West Palm Beach, FL 33407 J 20-164 CO''••...... ..•'�C�: CA-OOOS7tB nssljONA ( `A SEAL/SIGNATURE/DATE WFLO DA L` j 44167E 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE AT1NG (p s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX, SHL�R SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING mourn TNG TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). !E3; LJ B �TFz;;Z E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No. SPRUCE PINE SPRUCE PINE / 1/2" MIN. COX 2D WU/MIN.G=0.55, FIR NORTH FIR SOUTH MAXIM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 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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'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, \p11111 0 qy� ®zozo mTEco,INC. ©2020 EASTERN METAL SUPPLY, INC. Ti /li/9,,,, BERTH► HVTM 3?. \\BEN ® � ®�®�w Accordion Shutter System No.44 67 - H.V. EVADE{�T w/OR w/o KY.WINDdW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY. M.P 3'i'T 6355 N.W.36A.SL,Ste.30.6.VIRGINIA GARDENS,FLOROA 3316[ Association, Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 STATE F Phone:(30.5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 P r -mOi1:61Lc=°®9ulcom West Palm Beach, FL 33407 3 DRAWING No StoR WFALL OA Le.(♦144167E 6 20-164 ' A�h� It7N „6;1'6AL/SIGNATURE/DATE SHEET e 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IAA HVtS BLADES AS APPLICABLE --WALL FINISH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE(1) ONLY SHALL B LIMITED TO 105.0 sf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FO MAX SPAN & --,!`---- 1/4 TAPCON OR A.S.D. 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SEAL/SIGNATURE/DATE FLORIDA ua.g aa157 5 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 BADE M ONLY WALL FNISH SMALL BE LIMITED TO 105 0 i-sf. A.S D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE W& 9 WORKING 1N UNISON 1/4-0 4"0 TAPCON OR APCON WITH ADVANCED 4"YS (Min. EXISTING - i __ ---EO._. .__EQ_ -...--. 2"MIN— THREADFORM~ J THREADFORM TECHNOLOGY WOOD BEAM'REQUIRED. I_-(1( .--EDGE(IF APPLICABLE) W/1 1/2"Min.PENETRATION STRUCTURAL ADEQUACY 1/4`0-20z3 4"S.S. OF EXISTING WOOD BE !' ' a ----�y------�---- 1 OF THREADED AREA TO 1• PHIWPS TRG55 HEAD r•'� r ! L, j A ✓ ,,J�~^/�`M~-� 1 ! IXfSRNC W000 HEADER. TO BE CERTIFIED BY j✓ I i _�G ✓ _ _ 1 l I o+ Min. MACHINE SCREENS REGISTERED ENGINEER OR �- %" I I (SEE SCHEDULE ON SHEEP 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO EXISTING W000 + J i i , F�!llllJ/�Jr 1-i . 19 II 1/2 _ t �1/2" TRUSSES T R®Bz4` EO---EQ-11- ` ® 12"O.C. SHUTTER INSTAL1A710N. .'�! I II _ _ EQUIRED 1/4"0 TAPCON OR �C11\�tl�\t1 I a-I —13 OR 1ST TAPCON WITH ADVANCED ° "1, _I/ FFIT ,257" THREADFORM TECHNOLOGY r"'^ ,%) I ,' " ✓ / _ _EXISTING Max,THK. 1 Max. W/1 1/2"Min.PENETRATION ! '- %4" ,THK. I I t I--1 OF THREADED AREA TO i ^-EOM' EO fl14x3/4" _ EQ• '•'EQ I __-_ _-,__.__..__-1'x4'x1/6"CONT.ALUM.RUBE rp r f I OPTIONAL -I EXISTING WOOD HEADER.. r ; ' S,M.S. -.......__...J!!_...--E ! - 11 I r 1�' (6063-T6 ALLOY)RE `,' I (SEE SCHEDULE ON SHEET 15) ® 6'O.C. _ (3)5/16'0 LAG SCREWS TO or 13 or 1© I 11 or 1©or 1© rgcH RAFTER OR TRUSS. - - if ft1 LOCATE LAG SCREWS AT EXISTING MIN 2`z4" I .,. 1 I .�I_ -" I I I III MDWIDTH or EXISTING WOOD EXISTING-9 HEADER REO'D O I I h I OPEN HOLE AT EACf1-� 1 t'-) MEMBER,(2'Min.NOMINAL GLASS MIN.SEPARATION TO GUST I + To ACCEPT WIDTH)W/2`Min. I (SEE SCHEDULE ON SHEET 11)"-'- 1 EXISTINGCLASS - 5/1fi0 LAG SCREW AR PENALLATON OF THREADED 7 I AT CENTER OF TUBE. t AREA.VALID FOR I I,'I INSTALLATIONS WITH 72ps! MAN.STPAWON 1 I 1'. MAX.A.&D.DESIGN.LOAD AND �S NV WALL HEADER INSTALLATION t 70°A� I EG'LA"gs! m GLASS(SEE tI 9'-0"MAX:SPAN.THIS -1 lei r�OR�I�0" "'. • I:,o®ulE oN 9+Efr 1 INSTALLATION IS ONLY VALID 1a1 5 EET 19 f�OR GRAVITY OF 0.FOR WC D 50 MIN. SPECIFIC D UGL S aADLsm�� aAEESOJ I 1—SEE SHEET 4 T10 TYPICAL COIJBI ASSEMBLY I------.--..-.___d_. ..___i(... __. I © �- 1 ♦ OR OR SOUTHERN PINE No.2. 2—MOUNTING O SUIT S CAN TA COUBINED - L.__. __ _ ! _/,.._.`_ _ ""O OT HV CEIL,LNG INSTALLATIOpJ - � °R OR EQUAL. 1N qNy WAY TO SUIT ANY INSTAL1Al10N. U)HV CEILING STALLATION ( MIN.SEPARATION TO GLASS I SCl1c'pI11E ON 5�11FE1 I `1 O ® I MIN. I I -I 11 (i<AO[ON0 r SEPARATION I 1 (SEE SCHEDULE ON SHEET 11)----' I EXISTING (( --{(((( 1 I aN SIQT 19 FTR I I TO GU15S I EXISTING I! _ �/�'�'�, GAS I gAp�py� I' (SEE SCHEDULE GLASS-�' I •"'"l!/ I ON SHEET 1 t) 1 t aI11 tI, �ALTERNATE.� I I ll WALL- OCARON I( � I j EXISTING ( I•I I t Q FINISH I I 11"��4;i O FO I 3/8 MIN 4. - N10xJ/4`HEX GLIS I -2"x6'MIN.WOOD �-J Max. -WASH HEAD o c I 1 I -_-I ':,.:(,•";-,/ \ �--- I DECK REQUIRED ol_t7 ')f - -��OR 2`x6"MIN.WOOD--{ SCREWS® 12 (NO nNl SH DECK REQUIRED(No I_ _ _ ALLOWED) I •� I FINISH ALLOWED) !I� -EDGE I -- �--- EDGE OF DECK- ` )72"_ 1 1 DECK IF �_:. A I � .EQ.-_.EO.� IF APPLICABLE ~__.L-.f11. OF L. ... _ -_EDGE OF DECK 4"0-20x3 4'S.S. �EO APPLICABLE IF APPLICABLE 1/4"0 TMCON OR `Min. PHILLIPS TRUSS HEAD _2•_um _ - .- _ __ 2°x4"CONE. I, 7APCON WITH ADVANCED MACHINE SCREWS -- ----: _.__,_.. _ _ ,/ 1 __: _._ __. 1/4 0 TAPCON OR TAPCON WITH ADVANCED�rl rL I '( SILL PLATE y �'t THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 7 TNREAOFORM TECHNOLOGY W/1 1 -""2•MIN.—-I IRILL V 1 W/ 1 1/2`Min.PENETRATION ® 12"D.C. 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM -2 MIN. /2 Mm. ! t _OF TNRFADED AREA TO TECHNOLOGY W/1 1/2"Min. PENETRATION OF iHREADEtT PENETRATION OF THREADED 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) ♦SEE UMJ?ATIONS OF USE FT)R ( NV WALK—OVER IN5_TALi—D_1 QV HY WALL SILL 1 ISTALLATION BADE 1 ON SHEET 1B WO HV FLOOR INSTAL TION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A``` � It11t11}1�1)%j''4 02020 TL7EC0,INC. 02020 EASTERN M,EETAyL�SUgP�PLY,1NC, �" BERTHA 61/A CSi�TTA ENS 'A�', ® ,�, ffi Accordion Shutter System r No.441 7�' = RV.®ADE#1 w/at w/o� W1N°ow MADE TILLT TESTING & ENGINEERING COMPANY American Shutter Systems EY,N OEECRIEn1ON DATE DRAWN BY: MP STATE 0 6355 N.W.36fh.SL,Sh.305.YIRCOM CAROMS.ROWDA 3316( Association, Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 Ph— (305)871-1530.Fax:(205)871-1531 4268 Westroods Drive z p�• F(ORIp C\w���` -mall:Llltaoo®ool.com West Palm Beach, FL 33407 3 DRAWING No sS/ WALTER A.TILLIT Jr.P.E. 4 20—1 64 uLONA; it SEAL/SIGNATURE/DATE FLORIDA ua'N°4167 6�x.L'� SHEET 6 0F 20 END INSTALLATIQNS_� BY BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS MIN WOOD 2".4'MN.WOW r STUDS REQD. 2'.4"WK W STUDS. (aAPOODPLICABLE) v funa \ ' Sw J, r%ALL 1/2 TO 1/2-C 00STING CLASS F PLYWOOD IP"NO "STING CIAs I--, STUDS DOST. EX NO CLASS X, EXISTIN GLASS 1/2'MNL WX , \1\�,i. '*-kli EG3v�\//• ,�I Y-.f MR.5VARM'ON PLyWOCU­_ UK ML" '' TO CLASS(SEE TO O.Ass(SEE FEET DEDDIE ON SHEET SameWSfEEf /16 WALL • ON SHEET D. - '2-f 11 ilf MR.Cm w ON SHEET 10 FOR OR SNEET V09 MN E�" (.Z-.1)" =:(rD`- T'-f IF= ON S-'D fOZ ALUM.CLOSER PLYWOOD., WALL aADESO&O DIAGES 1/2— IIINtItH RADC. MIN. PLATE.(LOCATE '/2'AT EVER SIDE MIN OF(D) 7, S.MS .10 t1,O,1d,2m S.M.S. O.C.DO a G. IX/P'..:.q,). -7 1/4'.P"Z=s To HALL T OR "4 SEE DETAIL X 1`01,1 wr!)) i OR SUE CON ECTIMN SEE 0 x MR I TO WAOIS SIDE CONNEMN 1,4. SEE DETAIL A FOR SIDE CONNEITIRTI TO TPACIM TO TpACxS @ END CONNECTION DETAIL(7) END CONNECTIONEND CONNECTION DETAIL(A) END CONNECTION DETAIL IDETAI Exw. I• REQUIRED ONLY FOR SPANS�TER VAN72-t 2'..'NRKR 1/4'0 TVN tAN JI0.10/Z2 S.MS STUDS ED DA 1 12 /, 0 . DOSITNO _\ PENETRATION 0 12-D.C. p,,EMTON N.S�mm - ♦ SEE LIMITATIONS OF x — 1/2'MIN. --%(%E (4 USE:FOR Sw SMARAPOR 11 FOR�0-- z > y� , BLADE to ON SHEET 19 C�1i MN�IADEMANDI L sucEs()te ...... X, IN.," q C4 M q @OR@CR(f)CR(o VIEW WALL FINISH 2'14'MIN.WOWAIL RED nNISN RIAU STUDS ..D�' DETAIL X END CONNECTION Dam (9 END CONNECTION DEWL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. �13 Efq BERTHAHVT Accordion Shutter System No.4416 AINIZ11S.An H.V. MAX#1 W OR W10 H.V.WNDW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY IEY.NQ DESCRIPTION DATE DRAWN BY: M.P STATE 0 Association, Inc. I OLD 17-107 GATE: 7/2/2020 6355 N.W.36th.SL.Ste.=5.VIRGINA GARDENS,FLORIDA 3316, - 4268 Westroods AgKive AZORIDp g Ph—:(305)871-1530.Fax i(=)871-1531 —DRAWING No " 0'4� e­mdif:tilteCO0001.00M West Palm Beach, FL 33407 a — �: CA-006719 20-164 ­ t %' 4 N A L %0" WALIER A.OTILUT J,P.F FLORIDA Uc. 44167 5-- SHEET P.E. SEAL/SIGNATURE/DATE 6 18 OF 20 (M• GENERAL IMRATIDNc AND CONDn10Nc OF c FOR RERi};.e V RLAQF ACCORDION cH rrrER cvaTryl WORKING IN A a (35� fr lu7> SNISON WITH HV WINDOW BLAny y 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 p.j. 2 MAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS S.7;AS WELL AS LI / MDUNDNGS M.0.T.U&W ON SHEETS 16&17. 2 L ONLY CENTTAMATESSYM 21 5Om 4 z f g & �2(BOTH W/2n4 OR 2�` ARE ALLOWED WItH iv i 4 OR 5 OUTRRR,AAA(JJJ7F5L5 MUST BE INCLUEf DDEEDrLLON Y°TP�(E7MIORYACCESS SIDE OF UT.IN CASE OF OPPO,,YING 16 m(20' -�^ .1 j/ CENIERMATE. TYP.E0.END I I I • • �/�/1 !•1 /"1 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 1I U U (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS a ti (B)MIN.CLEARANCE FR0�1 TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1@ ALLOWED AT HV (,"I. (_'I (,"I 1'{ OF ANY 3'0 HOLE FOR 4(4�SHALL BE 12'. WINDOW BLADE® j (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv /J�) /J�� / � /\Jr� / �) WINDOW BLADE() hull 'L 1l TH HV WINDOW BLADE 1 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1l� THROUGHOUT SHUTTER'S WIDTH. f. I I I - ni j (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FN BLADE 1 AT EITHER SIOE OF THEM. 33n SEE ENO Y (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION _ I I I' q /T•i� /?��� /T1� f� THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDOWTy4A�T MU5i BE DETAILS ON SHEETS ' �W ' L�/ 1,/ 1. 1 1,"1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PR°WDED BY ASSA. 10&18 TYP. I' d`b �./ U if 11 INC. FULL HEIGHT. �• 3 ~ G ID g@Ew 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z ryp ryp �-'441 �51s BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DE51GN LOAD(SEE NOTES 4 s 1 &2 ABOVE). S?gn 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED H � CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 A110M. L W LL I 35' i(SEE PLAN FOR REQUIREMENTS) B.MINIMUM SEPARATION TO GLASS SCHEDULE;PER ASTM E-1998: p H 7YP TOP&BOTTOM WIND ZONE MINIMUM SEPARATION TO GLl55 .UNUMITED WIDTH---___._.._._. ELEVATION MN.SEPARATION To GLASS D(ISTING CLt55 (SEE SCHEDULE ON 9 M 11 FOR Bl!•DEm 4 I 6.25' --- AND ON THIS SHEET FOR 9PDF5(D&�A ________________-__ _ ti___-________`.___-_______ -''y Al /� {21�7\\ ____ O P. sYM RICAL EN W/2 OR 5 AND -- tou�c unn w/D (SONOTE 4 ABOVE) TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE '14 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ```\`4`p���i I III• ����,,' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. �•' �}1(CEN '•�� BERTHA HVTM No 0 L E C ® 1 Accordion Shutter System 441 ] �� ® H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE _ ••9� ��/ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P 's�'•, STATE pAssociation, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 ATE 6335 N.W.361h.St..St.3W,MRG Np GARDENS.FLORIDA1L°RIDA 3316 F� :tV`�� Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 GRID a--11:UR.C.Ca—nn West Palm Beach, FL 33407 3 DRAWING No CA—°'n J 4 20-164 jA�' CS```�c� wALTtR A nurT o-.P.E. 'ErEIINInoI1 p��. SEAL/SIGNATURE/DATE FLORIDA Ue.R 44167 6 SHEET 6 19 OF 20 c. THtC Min. INSTALLATIONS WZ (:ID HV BLADE & HV CENTERMATES -12.000"Max.r /Min.ASTM A-0 GRADE 40 .0-83- gL MV.STEEL Vt*4.METAL STUDS AT IV O.C. INTO METAL STUD WALLS Min.G-60 - - -------- 149 G 1/rja NOMINAL T/h" X CtT GENERAL LIM ONS AND&ONDMON5 OF SE ALUMINUM SLEEVE ------ 6053-T5 ALLOY 12 FOR E3FgTH6CJ)Hy BLADE ACCORDION SHUTTER 6 V1. THICK Min. Al 21 SYSTEM INSTALLATION TO METAL STUD WALLS Go 6 =1 0 EL I a V D.C. �iLVA rJON TO GLASS SCHEDULE S 5.000". GALV 0 V O.0 ASIM A-60 GRADE 40 MIC"AGN-Ta I Max. GALVANIZED FASTENED TO STUDS STING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PSf) =LEUUUUUU=V W/(2)j6.1/2'TEX SCREWS ON 1%'APPLICABLE 3 "1 MINIMUM INTERIOR&EXTERIOR FACE @ 2. MAX. SHUTTER SPAN: 84" WIND ZONE ASTM E-1996 SEPARATION + EXISTING GLASS MIN.SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS, —20W TO GLASS I leo BOLT (SEE SCHEDULE) 1. (��o n 4. ONLYaENTERMATE 21 W1(B HV LOCK ARE ALLOWED 1 THRU 3 PENETRATEMUST I" "I, CTYP.) WITH 21 ARRANGED A SYMMETRICAL LAYOUT. — USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4' INTERIOR ACCESS SIDE OF EXISTING FINIS14 @ INCLUDED AT-EXTERIOR OR 1 250-1 -'r,050 1 3/4'.6 1/4'.O.OM'THICK"In. CENTERMATE. p -ABLE FCONT.GALV.STEEL TRACK CHONEL, AS APPUr ASTM A-653 GRADE 40 Min.G-60 __J GALVANIZED FASTENED TO STUDS 1, T N1(2)#6x1/2"TEK SCREWON S INTERIOR&EXTERIOR FACE -1/4-0-20 THREADS I ,NW I D.C. _7 BLADE SLACK DETAIL HVF I J/4"O ELCO CONSTRUCTION I -1_0 ur,- 1 1/2/2- 12 CENTERmArE APPLICATIONPRODUCTS FA13 K HD --------- Jut- ,6'x I I/2'x 0.035"THICK VARIes 0 6" O.C. COMPONENTS 7TK Mi..ASIM A-653 GRACE g) 1111'_ Min.G-60 GALV.STEEL MS WALL HEADER SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8"= 1" 0.C METAL STUDS!�16'D.C. (TYP.TOP BOTTOM) 1 3/4'x 6 1/4"x 0.035 THICK Min. EL -ZE-XIST-ING GLASS ""ASTN.T.1%'6' 7WE'LETVKitC'T`2 GALVANIZED FASTENED TO STUDS #6x1/2"TEK SCREWS ON SYMMETRY9&L 'MIN:SEPAR ATION;k0fiON"YARIE. INTERIOR&EXTEROR FACE C. E"CENTERNLAT—ES Wes( GLASS CE (SEE SCHEDULES:`.'. _7'i i NTERMATES W ERIOR ACCESS S jXTERIOR AQQES� A ------—-------- ---- --------------- ------- ------ ----—---- --- ------------ (TYP.) IN (6"Min.) IN 44) ------------ 7 - - --------- ---------------—-------- -------- 4 ----—-------——-—---- --------——------- ---—-----------—-- —---—---- <jy ------------- 14 --------—--- ---- T -------------- --- --- ----- '�(2)(4 + AT IS L LOCATED AT n12 HV HEADER/SlLr-ENDS --- --------- -------—- VIEW Y 1Qy ",/33 (6"min.) L 6 1/2"MAX,SLACK SIDE CONNECTION TO TRACK -3 _�yp i 6 1/2'(Ty,)- 7" (Cons.) EMA EK BLADE SLACK DETAIL HVF ffiV_C FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone) y4f 02020 TILTECO,INC. 152020 EASTERN METAL SUPPLY,INC. BERTHA HVIM Accordion Shutter System 3�q_6 ASSA/r�fi—L E �., A . . w H.V. MADE#1 W/OR W/b H.V.WINDOW BLADE No.44 6 American Shutter Systems lEv.no DESCRIPTION DATE I DRAWN BY-. M.P TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 17�107 7/2/2020 DATE- 7/2/2020 r355,N.W.36t St..Ste.303,VIRGINIA GARDENS.FLUMUN 3316 :P,. STATE )F h­i 4268 Westroads Drive (3US871-1530.Fox;(305)871-1531 1 DRAWING No e-mail: West Palm Beach, FL 33407 3 CA-006719 - 20-164 WALTER ho LUT J.P.E. 4 T1FLORIDA Lle.#4r4157 SHEET "I'll oXlA 20 OF 20 M0%�%%;EAL/SIGNATURE/DATE 6.