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HomeMy WebLinkAboutProduct Approval i i 1 i .► 9 0. a tion BCIS Home !.Lag In 1 User Registration• Mot Topics ,Submit Surcharge Stats&Facts Publications .FSC Staff ( BCTB Site Map f Links Search - I Fll�lida , Product Approval r 0'USER: Public User: Product Approval Menu:>Product or Application Search>Application List->Application Detail U rp FL# FL389-R8 Application Type Code version 20 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 Quality Assurance Representative. Address/Phone/Email. r Category .. Shutters Subcategory Accordion ) Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida Professional Engineer B 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 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 Col HV ACCORDION CI NONHVHZ.idf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i ,e Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of.Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf 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'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. 'P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the 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'-6" 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. 389.2ri ertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use. Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf 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 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf 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.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals.stud mountings and 8'-0"for 110 p.s.f—for HV1 and 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.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. Max. 16'-0"span at 30 p.s.f ASD load FL389 'R8 AE A.S.S:A.INC. P.E.R. DRWG.15-084.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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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: L� �:cChkeY -tib. Credit Card Safe 0 1. BERTHA:H.V,:A0:G:0:ROI0N SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDABUILDINCCORDION 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 CONTE BE INSTALLED WiTH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRSr REDUCED M A.S.D. DESIGN WIND LOADS AREA•1: W BLADES nl & BY MULTIPLYING THEM 13Y 0.6 IN ORDER M COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES 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 fia USED IN THEIR. SYSTEM COMPONENTS 1-20 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 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 TYPICAL SHUTTER ASSEMBLY 38-44 ATL REPORTS TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE@ J0214.01-03, #0715.01-03. #1004.01-05. #1214.01-05, 00317.02-06, #0609.01-10 AND ##210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 ADE(D AND W ft 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 APPLICMW. -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVET. 0, WIND ZONES 1, 4 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LO INSTALLATION DETAILS A-F, CONCRETE/BLOCK 2. HV BLADE Q 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 3.BERTHA H.V.ACCORDION PINS (HV SCREWS), USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75'AND #14x1.75' RESPECTIVELY, 410-HT MINIMUM SERIFS CENTERMATE DETAILS HV STAINLESS STEEL SCREWS WITH 135.0 k5T YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FIV DACROSHIETD COATING SYSTEM AS MANUFACTURED BY APPROVED CENiERMATE ALTERNATING DETAILS HV 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 W. AND 35.7 IIsi FOR EMD CONNECTION DETAILS 1-6. CONCRETE/BL 6005-T5 ALLOY. MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& BLOCK 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISi SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK 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 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD FIV BLADE(!)&Q WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X. WOOD B. THIS BERTHA H.V.ACCORDION SHATTER SYSTEM GEMS A U.S. PATENT X8'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PARi BY U.S. PATENT$5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD 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 COMPACTOR TO SEAL/CAULK A-R� : WINDOW BLADE ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING M PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 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 LACK ALL HV AND HD LOCKS. AREA 4; W WINDOW BLADE it. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCAMON AT ACCORDION SHUTTER IN ACCORDANCE WiTH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS PLACED FOR EVERY OPENING. LABELING TO COMPLY WiTH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WiTH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SiTE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE iS THE CONTRACTOR'S RESPONSIBILITY OBTAIN PERMITS IN THE STATE (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SiTE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. u1 FLORIDA BUILDING CODE(Non Nigh Velod ``���`` �• A. Z/�7j4 ©2015 EASTERN mu �'� ' • BERTHA vcFi�'••. �Z; *; U. TME C O . NA■S■S■A■ Accordion Sh KV_ RADE#1 W/OR W/O I American Shutfer Systems DOCRKFnoN D) TE OF 7fr` TTWT TESTING & ENGINEERING COMPANY Association Inc. t OLD 11-192 4/i'. ��.• F ..' 6335 N.W.36th.St..Ste 305.VMINK G.IRDENS.FLORDA 331 � " G Phone: (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2 �i�i'Css• o e-ma0:bTteooOaai.eom West Palm Beach, FL 33407 3 �NAL•ENG�`��`�` WALTER TILLTr1J. P.E. P.E. SEA1Q'.11 i ATTIRE/DATE �01�0A"` 9 0167 s 3Y FOR WINDOW BLADE® .e it VARIES 1.918' 1.491• a Z3A r'err. �e. o Max. 1.200• 4.454• c .09 N iv h0.} m 0 4.371 4' 4.385" 'L a _ 4.857" 4.999• A m' 1 HV SOLID BLADE375• SAL hOHV go-/-1800 STARTER O OHV UNIVERFLOATER COVERED UNDER US PATENT # 5458179 ® QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE 10 ®HV DIRECT MOUNT HV BLADE HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY AITD TEMPER .373 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 724• 085' @o 3.556' 70' 2.670" °u 67 .000' c .670" 2.226' o 2 0 .994" 842 o o c o m 0 4.897' n .n � '��. X0214, 815, .092. N '0.0727 -J a.o72• O7 HV ADJ. ADAPTER WZLIP 4'436" 12o x, 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ., FLOOR TRACK BLADE1Q QUALIFIED FOR USE W/ HV *9 TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 BLADE 01 ONLY. 1 HV RAIL 6063-T6 ALLOY AND TEMPER "� VARIES ; 6063-Tfi ALLOY AND TEMPER QUALIFIED N 1' 1.915• 0 1.936" Bu Max. VARIES 1.936' 6063-T6 ALL 1.917" o •aax. 0 083' 083• m .083• c .083• .093" .083' o m 6 N N 100o M w .125• M .060' n ~ iD IN 0�, m .060' o ' 670 N .093" A670 ,r 3•'0 `4 .060' o n 0ep. 670 1.686' m 0.24 670 3.520• 3.5 0' 3.529' . 11 SIV CEILING HEADER 1® HV HEADERLSIL1, 13 HD CEILING HEADER/SILL Q LIFlED FOR USE YV HV BLADE(i)ONLY, QUALIFIED FOR USE W/ HV BLADE(DONLY / 6063-T6 AtLOY ANO TEMPERO QUALIFIED FOR USE W/ HV BLADE tO - 14 HD WALL HEADER,rSILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1Q ONLY. X 6063-T6 ALLOY AND TEMPER 1 COMPONENT A B T1 T2 X Y t MPIXMN.YMN.t 2" Q 2• 5• MAX. 1/8' 1/8' 3' SIDE ANGLES 8 18 2• 5' MAX. 0.192• 0.192• QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,s z.s• 7• Max. o.0.1-90- 0.190- ©0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 01 QUALIFIED FO USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE U) O 1 ONLY. ® 2' S' MAX. 0.139• 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Veloci TfL� ,r ©2015 EASTERN META `���,.......!��;�'� BERTH/ ����`'• \,ENSF A■S■S■A■ Accordion Sh L E C O N t. H.V. BLADE#1 W/OR W/O 1- buffer S stems TILUT TESTING do ENGINEERING COMPANY Association Inc. W.Kc N OLD 1W-192 4/12 STATE OF t4` 6355 N.W.36th.St.St.M.VIRGINIA GARDENS,ttORIOA MIG( � F O ` Phone: (305)871-7530. Fax: (305)871-1531 4268 Westroads Drive 2 LORI \ a-maim b1teao600l.0om West Palm Beach, FL 33407 3 ,, �`F•••.. .• '*11 .N` E9-0006719 WALTER A.TIwT Jr. P.E. 4 P.E. S� TfOi�Ilahll4'1��2E/DATE FL°Rma�a g 4x,67 s 6 • 4.576- 4.660" 929' IE CASE 2.2923rr' - 45' 2.293* 0.334" 7HREADED HOUSING ENAMEL 1=4-20- SAVED'PALMED M BIC CASE (2 TYPJ f HOUSING I -L,SAILED PAI In %a In "I e 11 '4 " . .062* "w a 318.875 1.325' 0 0.1 . . .1 0.1 0.1 A tom„ 48RASS CYLINDER BRASS 'EN' LIKED) (CHROME (w- H V 4:; FLVEO) C!_: QUALIRED FOR USE W/ HV BLADE(D g ONLY HV FLOM-ING Ot 'Al .325 61 NTERMA BY LOCK kv—F 6063-T6 ALLOY AND TEMPER QUID FOR USE W/ W BLADE(q& QA)ONLY 3.023' QUALIFIED FOR USE W/ HV QUALIFIE 6063-T6 ALLOY AND TEMPER /121 V ,f. 1116111:1 "ENTERhLAH BLADET& @ ONLY. BLADI Q AUFIED FOR USE IN/ HV BLADE(ONLY 250"O.D. 2.87 6063-T6 ALLOY AND TEMPER PLASTIC HEAD To fi: .922" 4.045* 2 MOLDED 2.079" 1.753" '00 SCREW -n .0 C! .825" 3/4 BEFOIF (j; 1/4"jg-20 x S.S. THU BSCREW VA SEIM 9444 ALUMINUM(2024-T3, 4 SHEEr NJ`ISERT, FART 1 0820,AS W PLAN FRDNr ELVAMON HV MALE "T" LOCKCENTERMATE 66, -Ts' LOCK CHERRY W(TORIN,PAMPPENY. NEW LOCKER FOR "T" WC CENTERMA QUALIFIED FOR USE Yf/ W BLADEQ)ONLY @ HV ALTERRAQ1 K I HV FEMALE "T" LOCK HV QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 W BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR U� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP W/HV BLADE(D ONLY. BLADE 0 Ot 1.917 1.917* 10 3.161 toO 3. w I "t F_ 3 In 7HUMMURN .214* '2 wc -Oq 2. CYLINDER OF KEY CrUNDE 21V -,a O.M* 1 .125" rs NO CENTERMATE W/ NO LOCKINQ RO 6�) _HD CENTIERMATME W/ LOCISING 80D 11 0 .6 QUALIFIED FOR USE W/ W BLADE (A 7 to - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ Hiv BLADE Q)& UA NA CENTERMATE'S iNsEgir F 6063-T6 ALLOY AND TEMPER VARIES, 12"MIN. QUALIFIED FOR USE W/ W BLADE & X.3 rA !a V440 /W'0-20 SAL OR 3/8-41-16 6063-T6 ALLOY AND TEMPER ACXTAL THUMBSCREWS. (SM DETAILS) *1/2- I I go EMTits IN 1.57 Mi (g LOCKING R02A 375-0 -if Ell/ro NO LOCK 11.7V Ma W 3L QUALIFIED FOR USE W/ HV BLADE 8"0_ HV 1 JA" 0-20 AIS) 30A 6063-T6 ALLOY AND TEMPER ::r BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 l- 05 INSTALLATION WILL REQUIRE A 7/18" HOLE THUMBSCREWS 4RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& MILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FQkj%%0SW!WsjVY BLADE(j) QUALIFIED FOR USE W1 W BLADE(!) FLORIDA BUILDING CODE(Non.Nigh Veloc ......... @ 2015 EASTERN MEJ -BERTH Accordion S /rILIEC01111111c. A.S.S.A. KY. RADE#1 W/ OR buffer Systems WAO TILLIT TESTING & ENGINEERING COMPANY American !EV.Mg DESCRIPTION 6=N.W.3M St.Ste.305.VIRGINIA GARDENS,FLORIDA 3316t Association, Inc. I OLD 11-192 Phone:(305)871-1530. Fox: (305)871-1531 4268 Westroads Drive 2 e-mail;Ultec0000l.com West Palm Beach, FL 33407 3 CIN M-0005719 WALTER A. TILLIT Jr. P.E. 4 P. ROMA Uc_#44167 5 E. SEAL/SIC.,,,rURE/DATE x f FR_u7 ASSEMBLY SCHEDULE FOR "0 HV h HV 3/8 4� 1270MIN. BLADE PC£ HV_BLADE 1 O ® /'3�� + GE 1A .1875" o TOR ® HV BLADE 1A HV WINDOW BLADE 0625` 0.EcnaN x-X I 's ® BLADE'S [62 ' Y HV LONG RECESSED NYLON BUSHING z I I n KNUCKLE •0625 39 a (T-) 0625' Q HV SHORT RECESSED NYLON BUSHING �I 4@ HV NYLON HAT WASHER (DOR (B C1 W 0 i ! FLAT PORTION R1.7 09 to I I BLA R /� ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I4 l" 40 I ! M /m2. 750` 0.870"x3/16" THICK NYLON WHEEL 3 I 3 "I 2 7/8"MIN. HV WINDOW gig CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315"0 SEPARATION MI 03.0 I BETWEEN 062BLADE5":k0625- @ " ' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR 1, o OPENINGS ON C 3/4- SECTION ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 2 .74 -7SOO' (n EXTERIOR ELEVA' ® 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW I I z I ! CLEAR TYPICAL. HV WINDOW I I ! I 39 I 3 POLYCARBONATE HV ' (DOR ® 4 or ®3 ! N.r.s. (SEE NOTE FOR I ! hEQUIREMENTS) I I (DOR ® j I *POLYCARBONATE IMPACT F I + BAYER MAKROLON 3103 F * I I! I 12" MIN. CL CE RESINS, UV-STABILIZED GI HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y TO BLADE B M INNOVATIVE PLASTIC LEXAD ",/,1 ,n�,rl I (SEE NOTE "F" ON SHEET n�u �Vtsl 1 III °R ® 1 I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10 OR i. 1:9' I I POLYCARBONATE SOURCES FOR EXTERIOR APRTABLE HV ® BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN®OR AT R MUML/Soo (2) HV PIN MAY BE USED IN LIEU OF © AND ONLY AT Exr�loR uc , EXTERIOR BOTTOM KNUCKLES OF LI ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE'S KNUCKLE. TENSILE V BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (SEE NOTE FOR sPEc61c Xxmvrrc AM D792 0.043 row' 04 3 REQUIREMENTS) '.�P'll— 0 TENSILE RELn SRFNCTH ASN Dass 9.400 Pa.1. FLEXURAL SRENGIH AT YIELD ASTM DM 12,500 P-1. (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER �j0 9ry5 I II FLEXURA.MODULUS Flu DISO x0,000 P.s.1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET ® I NU=ED[ZOO ASTM D256 18 FT—lb/in WHEEL CARRIAGE DETAIL SMOKE DENSOY ASM 02613 47.2 x N.T.S. ASSEMBLY LAYOUT RATE OF DURNDIG ASXM Dass c-1 CLASS N.T.S. SELF IGNMON ASTM-01929 10407 WFARifJRfMM ASTM 6155 TENSILE SIRFNGTH AFTER WEATHERING ASTM 938 9302 pa.i. 1 HV BLADE SOLID & Cid HV WINDOW BLADE DETAILS MOLE AM 635 8461 p". N.T.S. FLORIDA BUILDING CODE(Non High Veloc A. 02015 EASTERN MEl BERTH, IL E C O-tNC. A■S■S■,�■ Accordion Sly H.v MADE#1 W/OR W/O American Shutter Sysfems EV.H DESCRIPTION D TILLIT TESTING do ENGINEERING COMPANY 0; ATE pp ` 9355 N.W.3GUL St.Sta.30.5,VIRGMu GARDENS,FLORIDA 3316C Assoclafion, Inc. 1 OLD 11-192 4/1 Phone:(305)871-1530.Fox: (305)871-1531 4268 Westroads Drive 2 ��t��i•. ORIDP <v���.� a—mclb-0008719 ol0col.corp West Palm Beach, FL 33407 3 ` WILL.TER A.TLUT Jr. P.E. 4 P.E. URE DATE ^"RIBA Lm. 9 44167 5 s • ®�� aR �� ®oR�eR & •®°" +OO *NOTES ON HV LOCKS AND CENTERMATES: e. tC s r u ®�°1 +® MANDATORY 0(N DITION it: ONE HV LOCK® or®SHALL BE USED AT 1/2 OF SHUTTER OR 12" ABOVE OR BEJICIW g2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTA ELEVATION . HV LOCK(2� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO IT n IT CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL O ®� s TYPICAL SHUTTER ELEVATION. 2. 4PI1 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPC 16 m, LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCI OR ® SHALL BE q$ INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D8_ FIY9 3. ®„ OPTIONAL CONDITION 12 (VALID ONLY WHEN MANPMRY COMMON 01 OR ILIMM- #2 IS USED W/TWO I Y. LOCKS): LOCKING RODS ARE NOT REQUIRED AT_HURRICANE 4 off 5 oR 6 OR 0 oR 4 °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS (p OR AN A MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i2: ONE HV LOCK(a ® SHALL BE USED AT CORNER CENTERM aB' AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or® SHALL BE USED AS AN OUTSIDE C ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG RAT HEAD S.S. M.S. AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL HDC-Hyc MAXIMUM SHUTTER SPAN SHALL. BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IV ®YXX 3" 0$g75i I C To MANDATORY QMnIT1ON #1 VAI ID ONLY AFNM 5 ONE ALTERNATE HV LOCK MAY BE USE®N LIEU OF HV LOCK or FOR AN O N INST TIONS AT ANY ELEVATION. AL ERNATE LOCK MAY BE USED AS AN INSIDE OR OUTS EI23 £1c, OF 1%4"0-2Ox3/4" S.S. THUMBSCREW TO © OR® CENTERMATES SHALL BE MADE W/ 1/4"! @ HDD-HVD gRIVNUT AS SHOWN ON SECTION HVE, SHEET 13. ONE LOCK SHALL BE USED AT 1/2 OF SHUT �; TI LOCKS AT 1/3 OF SHUTTER SPAN. "mo 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTALLATIONS- ONE HV LOCK ® or USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or® MAY BE USED OUTSIDE LOCK, ATTACHED TO® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2" 1 SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOC CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J K L N P D R y W X SHEETS 10 do 1B TTP. FULL11 *NOTES ON HV "T" LOCKS AND CENTERMATES• HEIGHT. OF CORNER NudDm1' SECOND ALTERNATE TO MANDAVOLY CONDITION #I VAUD ONLY FOR W-1-LQ% S) - AND CENTERMATE � ONE ALTERNATE HV "f' LACK 5(�MAY BE INSTALLED IN LIEU OF HV LOCKS OR® F ©°R®°"©+OO °R®°R U +©OR I STALLATION AT ANY ELEVATION. ALTERNATE LOCKNY BE USED AS AN INSIDE OR OUTSID OF LOCK ® INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 0+Q oR©+®aR 1©+©oR CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOL' © O © O O WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4"0x 5/6" RIVNUT.L CK MAY BE INSTALLEE + + oR 6 + + aR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS M O+®aR 0+®aR®+®OR *NOTES QN HD LOCKS & CE TE RTES: 1, : ONE ALTERNATE HO LOCK D MAY TYPICAL In HV BLADE SHUTTER ELEVATION FIV LOCKS V OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 #8 x 3/8' F.H. S. N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK w MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY FLORIDA BUILDING CODE(Non iyh Nek ©2015 FISTERN M ENSF T`'�'� BERTF 11. ECO .NC. A.S.S.,A. KV Accordion#1 W/OR /( Shutter Systems EV.Hc DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY STATE OF S 6353 N.W.36th.SL,Sta 305.VNIGM GARDENS.FLORIDA"016EAssociation" Inc. + OLD 11-ts2 + • �,--` 4268 Westroads Drive 2 '� Phone: (305)871-+530 .Fax: (305)871-1531 -� SRI a-mal:tiltecocaol.com West Palm Beach, FL 33407 3 -i��Fs ••..... .. G�`�`` EB-0006719 4 S�ONAL E ��`�� WALTER n I aaT6iF 6 P.E. SEAt�31�3t�1URE/DATE 6 NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE.SCHEOULE ON OR CONCRETE BLOCK CONCRETE SHEET 13) REQUIRED 1/4'0-20x3/4`S. CONCRETE REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS 1 18 FOR onE SFE MOUNTING ON wEET>) (SEE SCH;ULE ON W/ 1/4'-20 (SEE SCHEDULE ON SHEET 13) ( ® SHEET 13 NUTS ® 12' O.C. _ 1' 1• ____ 2 OR® Min. 1/4 0-20x3/4' S.S. EQ Q MACHINE SCREWS i1iin.USING 1/4-20 NUTS2 ® 12'O.C.I- D.* /2 .250' Max. -- - 13 nR 506 iD \ N .250` Max. D.• I OPTIONAL I I i i �PDONAL I I AEN.SEPAFMON I I To MM(SEE I i 1111 FOR BUwDE40 I 1 �R ®� i i MIN. SEPARATION TO GLASS EXISTING i TATO HFfT 19 FOR 1 I 1 i 1 EXGI EXISTING SCHEDULE ON SHEET 11) 6SA[TO&6) I I I MIN. SEPARATION TO GLASS I I R G '�I I HSEE SCHEDULE ON SHEET 11) I EXISTING � I 11 OA HV WALL HEADER INSTALLATION Guess, © HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE I EXISTING I I MIN. SEPARATION TO GLASS ri GLASS--I yFp I I I ®� I �`-(SEE SCHEDULE ON SHEET 11 To d,�(S I t i ' 1 i 1 OR i� MIN. SEPARATION TO GLASS 1 I I 1 E STING ) I-- 11 FOR 4)T (SEE SCHEDULE ON SHEEP 11) I ane�smNt�ji) I I EXISTING I OPTIONAL i R GLASS-1 I D. • * -- IIN I III �OPTIONAL i i I i i 1/4' Max. � s E. O* i i i \ / 19 --- --- 7EQ OR Q '-- OR® ` _ 1/4'0-20x3/4' S.S. n.E PHILLIPS TRUSS HEAD 1/4'0-20x L1 OR 18 MACHINE SCREWS USING CONCRETE ANCHORSTRUSS H ONCREE ANCHORS © 1' 1/4"-20 NUTS ® 12' O.C. (SEE SCHEDULE ON W/ 1/4•- (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W 1- SEE SHEET 4 FOR TYPICAL SHUTTER * I- D. = EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) ♦ SEE BLADE MLT AONNSHEETU19 FOR H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. ►1Tnn��1 FLORIDA BUILDING CODE(Non High Veloci `�QP'��R A. . i/A'�i ©2015 EASTERN MET .,\GE %NSF . BERTH A L E C OINC Accordion Sh * = .S.S.A. Kv euDE#1 W/CR W/0 American Shutter Systems IEV.N DESCRIPTION o OF TIWT TESTING do ENGINEERING COMPANY (V�� 6355 N.W.36th.St,Ste.303,VIRGINIA GARDENS,FLORIDA 3316f Association, Inc. I OLD 11-192 4/1 �. Phone: (305)871-1530. Fax : (305)871-1531 4268 Westroads Drive 2 a—maD:0lteeoBaol.com West Palm Beach, FL 33407 3 is ""' '•G \ E8-OW6719 ��NAIE \L�� -WALTER A TILLR 4 Jr. P.E. P.E. SEALI ;t '�NATURE/DATE FLORIDA uc. g 14167 6 s POURED CONCRETE ANCHORS , t CONCRETE _(SEE SCHEDULE ON SHEET 13) i.W .(ESTE I ( OR REQUIRED SaLETAA E OH srkEr I = EXISTING i -1+1 m�CLn551 EDGE OF i it FOR EIL"0AND '. GLASS`—i I j"tSEE SCHEDULE ON SLAB IF I D. is FOR r I I - SHEET it) & TO APPLICABLE EXISTING I wT \ SHM )s ® r 9 I V ! ALTERNApANCHi ~ i i IXISTING-All i r r i LOCATION i t i, i i 'LAS I I )) OR 13 OR 15 c i 3/8'MIN. TEK SCREWS ®�12p HEAD C H 3/8 NTN. CONCRETE ANCHORS 8 I Ii ©+ 7 I (SEE SCHEDULE ON SHEET 13) E EXISTINGII EDGE OF GLASS—i IF —� EDGE OF--I I r I I I SLAB IF I I I SLAB,IF 1 , 1/2 1 EDGE OF APPLICABLE I A,S PARASON 'I APPUQ. Q. SLAB IF t APPLICABLE POURED D CONCRETE FLAT HEAD UO CONCREE» O6aHut ( EE SCHEDULE ON S'w 15 FOR OR CONCRETE REQUIRED /FIAT HEAD CONCRETE ANCHORS REQUIRED REQUIRED D. Q. (SEE SCHEDULE ON SHEET 14) li ,TRENCH INSTA VALID ONLY FOR UP TO +71 !� HV FLOOR INSTALLATION t OI HV WALK--OVER INSTALLATION DESIGN PRESSURE RATING 6 (0 HV CEILINP INSTALLATION SCHEDULE #3, SHEET 11 IXISRNG MM.SEPARAMN CONCRETE ANCHORS I TO CLASS AIX� A (SIU SCHEDULE ON —"—S� EXISTING — EXISTING -j t I I SHEET 15} t/4'0 t A z Fm ON sNEti Ls) EXISTINGGLASS�j + GLASS �1 .�' iD GLASS GLASS-4 �+Y OR 1/4.0 POWERS "-ILSEE Sf]IED10.E oN M(M ILI 1 I I I FASTENERS TAPPER+ANCHORS W/ t i t i t r , NPL SFPAkAiION 10 1 t 3/4'TAN.EMBEDNEM 0 r' (sa:soanutE aN s,) R all FOR UP TO 6!-0'SPAN kEl i t I I I , 4"O.C.FOR SPANS LARGER TIM 1/4- ) r'O"UPTo D O'MAX APPLY i i MAX. , I S��SEE NOTE 1}ONN SHAT EVW S 1 I o I 3 OR 15 D* I #i0x3/4" HET E. * TSRWASHER HEAD FlA6TAIiGLS 3/8" m I I NLN. L TEK SCREWS I CONI:SEALANT 1 1 8" _ 0 12' O.C. (J74x3f4" HEX HEAD I $ i i iiI TEK SCREWS ® 9"Q.C. _ _ _ T ` 1 OR t/4.0-20 S.S. M.S. I CONCRETE ANCHORS _ $ +� �3/g 14x3/4'S.D.S. Wf NUT ® 9"O.C. i (SEE SCHEDULE ON n 1 1•:..� f3 9'0.C. -- - r - I09 1/2" 1" 7 R 1$ "•'•, .. �',2.QQ"MIN.- EDGE OF "'' ;'.'•t..., ED. Ir- 111 , I StAB IF 1140/4' F.H. S.D.S. 1 7 8" 1 7/8 APPLICABLE CONCRETE ANCHORS 0 9" O.C. .Md-: POURED SEE NOTE 13(b) ' . REQUIRE D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 BE NOTE 13(b) -a D. OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK oPRQNAL POURED REQUIRED �! KEYSTONE MOUNTING INST, CONCRETE FIV WALL FLOOR (�iSTALLaTIQN HV WALL WA-LK—QV-ER N SHUT DESIGN PRESS1tRE +84,-72 w REQUIRED MAXRJUN SHUTTER SPAN 8'-D" HV RAINGUARD INSTALLATION f I THIS INSTALLATION SHAD. BE LASSEMBLY TE FOR COMBINATION OF SECTONS_ * E. D. -EDGE DISTANCE REMOVABLE WHEN PERFORMED SEESHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE MMKTIONS A ON SHEET OF USE FOR INSTALLATION DETAILS Wf Cid H' MOUNIiNC SECTWNS CAN BE COMBINED ❑tt jp �T��i /1 �ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDNG CODE(Mon High VeioG ����•` �t�A. 't7(j��'�i,��, m 2015 EASTERN MET BERTHS AS .I�''' l.A. e�Accordion SII __ 1 L E C O�.,c. . . Kv. anE � w� OR w/o _ American Shuffer Systems Ev.N DESCRIPTION B -o `STATE OF TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-1sz 4/1 6355 N.W.36th St.,Sta 305.VIRGINIA,GARDENS.FLORIDA 3316 Phone: (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 �'���� •• R ••'G,�,`"� a-mail:Bltecoftoi.earn West Palrb Beach, FL 33407 3 NA1-ti %NN\ WALTERBA .OTLUT1Jr. P.E. 4 P.E. SFdt�9f �lA' RE/DATE FLORIDA Lia B 44167 5 6 SEE END WALL CoN ECTI `T' INSTALLATIONS W 1 HV SEE NOTES AT LOCKING RODS S ET LOCKS of OUT 90' I N I EXISTING GLASS -. AND ALTERNATE HV LOCK®ON SHEET 5. *BLADE SLACK DETAIL HVF IS VAUD FOR ALL (21 BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED 1 E END +®eR®+®OR Q+©OR O R EXISTING GLASS IDET AIL SS ON 01 +0+©ORO+0+®OR OR1 ——— — ——————————— 2"x2'xt/6•x0'-21 8 + 8oR 9+ oR J+ g® 3 1/4" 7^ ———— 6 1/2" ————————— 7^ O —————. (6063-T6 AWM ALUM. I ® OPPOSING SYMMETRYCAL ANGLE ANCHORS TO C NCRETETAPCON 1/2" «+®+® CENTERMATES ANCHORS TO CONCRETE (TOP/BOTTOM)J , ,ox3/a^S.M.S. ® 12- CENTERMATES (4)flox1/z•S.M.S.To TUBE I O.C. FULL LENGHT. W/ HV LOCK 4 or 1205) AT EACH ANGLE.(TYP) W/ HV LOCK Or ILS NVNI 5 * 35* IN 3 * 3 * 1 I--- 5 1 so 1/2U 2it ! . " (D an ^ , HVB HVC HVA GR0°R©+07 OR®°R10 +®3OR — IXIS7ING GLASS 7 7 ! -------- O ® � O I G 5`�°R�*®°'®`®°i SYMMETRICAL — ——— s + 7 + oR 6 + 7 + °R MIN. SEPARATION———- -8 +®°R®+O3eR19*08 J�EXXISI G 1 CENTERMATES* 6 ©+®°RQ+� O TO GLASS it o 8°R 8 + 7 eR (SEE SCHEDULE 5 I ©+® * m H.V LOCK (INTERIOR) ®*®°R�*©°R 19+� ON SHEEP 11) MIN. SEPARATION ® m / TO GLASS 3 OR®+® c- (SEE SCHEDULE I N OPTIONAL - ON SHEET 11) (INTERIOR) _—_-- _—_-- ------_ -----_—_—_ OUT I VARIES 3 9tr * 2 ® OUT / � 6 1 2' MAX. SLACK oUT * 5 (E)(TERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velo( 0%%11111tii1100' � ©2015 EASTERN ME ,,,.,���R A:T��c/T%,, BERTH ���- -. A.S.S.A. —_ IL E C O �>N�. Accordion St KV BLADE#1 W/OR W/o TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV. He DESCRIPTION I -o'• STATE )F .:• &3WN.W..36th.SL,Ste.305.VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/ Phone: (305)871-1530. Fax: (305)871-1531 4268 Westroads Drive z .\��.`�� e-meil�.�8®oDol.com West Palm Beach, FL 33407 3 /s���+`/....•.... •(`���G, WALTER A TILLR Jr. P.E. 4 P.E. �rJNt� �j IIJTtE/DATE FLORIDA Uc. # 44167 5 ALTERNATE INSTALLATION W HV "Ta' LOCK 0 HV MALE FEMALE "T" LOCKS CENTER A -S 8 9 & LOCKERS It W...,/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 AR 19 INSTALLATION 01 -HV- BLADE OUT IN rV—D "NG GLASS BLADEOSLACK OErAIL HW.INDIrAIED ON SHEEP 8. '1/ HD CENTERMATES ® ® @) O tD 4 ® AS WELL AS UNIVERSAL FLOATING BLADE®DETAIL HDO-HVD, i a oa 6• oc 8 e 10• AS ON 1HIS SHEEP,MAY FRi USm WRH THIS ALTERNA SEE END W 10•®a®'�©'®q1 INSrALLARON OETAIL FIYG SHOWN IN USES SHEET. DETAILS ON i 0`0-@-(D'0'0- 214N.I/eaa'- ' ®'®'"lJ`®`ef®•® 35 35* (6a1�yya��J-TB Au0'Q At"M. ANGLE 2)1/41 T N °`®{® (ormoNAL) 4* (OPnowW f0 S/e• I L------------- ------ - ----------- -- Vop mrom) (4)/10x1/2'S.MS6E i /10x3/4•S.HS.O 12• IN IN 3 AT EACH ANGLE(PPP) 0.C.FULL LFNCHF. 11: " " (4)H.V. P4NH.�) 30 HV T PINS(EYP.) s 7aµ• s a ' rj 3 LOCK (INSIDE) 1 1 - - --- - - ----- -------------- - ---(t --- ----- - -- 5 1 zjjj� 2s 1 1 1 n 1 1/4° 5/e• X 09C 5 OUT 31 OR 32 K 3 31 OR©2 31 oR 32 3 �j 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (ornoNA4 * SEE NOTE 6 FOR HV LOCK 3@ W/ 7/8"0 x 3/32" WINGNUT. (oPRomw HDB—HVB OUT r LOCK,ON SHEET 5. * SYMA4ETRICAL HD_ ©0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES W/ * LOCK(EXTERIOR) W/ a LOCK t SERIES 9444 ALUMINUM SVG* (2024-T3 ALLOY)LARGE RANGE THIN a®an©•Q7 aT®�10+®°" SHEET Nursm.PARE f o82o. 10`®0°@-@-&0- AS MANUFACFURED BY AVDEL CHERRY TEXFURN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL 8 3 © *SEE NGFES ON UMNG RODS 8 e RD 1 **UtaVM&FLOATING MME®oETAL HDD-+ VALID FOR ALL CDOERWTES APKICATIONS 01 24 Of HDD—HVD** FLOATING STACK F FLORIDA BUILDING CODE(Non High Velo,( O 2015 EAMERN ME V\cEBERTH 1 L E C O m A.S■S.A. Accordion /O FLK eIADE#1 W/CR W/0 American Shutter Systems RM No GESCRVnOH I -o= TATE OF TIWT TESTING do ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/ ••� .�(`` 6355 N.W.3M.SL.Sts 305.VIRGINIA GARDENS.FLORA 3316 Phone :(305)871-1530 . Fax :(305)871-1531 4268 Westroads Drive 2 -i-��•• _ •\ ��,% e-mal:Ulteco®aol.com West Palm Beach, FL 33407 3 AL WALTER WALTER A TILUrlJr. P.E. 4 P.E. /StI�I�ATURE/DATE ��A u� f1� 6 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED EXISTING G EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 2" MIN ® 16" O.C. _ MIN. SEPARATION JJJ r— 1" 2" MIN. TO GLASS(SEE MIN. SEPARATIONSCHEDULE ON SHEET MIN.SEPARATION EO EQ TO GLASS(SEE 11 FOR BLADE RAND SCHEDULE A GLASS(SEE I t SCHEDULE ON SHEET 1/16"x3'MAX. ON SKEET 19 FOR 11 FOR I71ADE©AND 11 FOR ET19 RAND (6063-T6) CONT. �� &® ON SHEET'19 FOR t/2• , ON SHEET 19 FOR ALUM. CLOSER , —/ (LOCATE AT i BLADES 0 do® PLATE (LOCATE 1/j. / BLADES O EITHER SIDE AT EITHER SIDE MIN. r OF O) 1/2• MIN. OF®) t 4- 1 USE " OR 2• MAX. #10x1/2• S.M. #10x1/2" S.M.S. I _--- (AS APPUCABLE)x2"x1/8"xO-2• I _--• -- ® 16" O.C. _—_—_ ALUMINUM CLIP ANGLE ® 16. O.C. 41 (6063-T6 ALLOY) AT MIDHE" 4 (1) #10x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT S SEE DETAIL X FOR]SiDE CONNECTION �ICOR NECTION ®• EITHER SIDE OFG)) 1 OR & I OR & SEE DETAIL X FOR 1 OR ®• TO TRACKS ® O Q ® 4 SIDE CONNECTION a cn 6 w 8 0• e+ SEE DETAIL X FO m®a 6 7 m 8 a 10«®a TO TRACKSONN N ® - 6« 7 a.8 0•®"' 10*®�®f ©i®a SIDE TO TRACKS 10 a®a'Of ©+O'®�©♦O+®a ©`O`©�"©`O`®� ®«®(q®«®010+®01 ®iV ®-® O•® `O END CONNECTION DETAIL(1) END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNEU •F REQUIRED ONLY FOR SPA POURED CONCRETE OR G �IXIXISTIN EXISTING GLASS CONCRETE BLOCK WALL 4 REQUIRED GLASS 4 MIN. SEPARATION #1 1/2" S.M. V ----------- 70 GLASS(SFE ® 16• .C. MIN.SEPARATION L------ -__-_- SCHEDULE ON SHEET TO 1 OADEOAND CONC ETE 1/2" MIN. ULE O SH ---------_--SEE -----— ORI ON SHEET 19 FOR ANCHOR ® 1 BLD®TWO __ -- ------ /0" —_-- 1 ORI CONCRETE BLADES 0& 12" O.C. rJ N SHEET 50�® ANCHOR Q ----- - t6• 1/2" MIN. o.C. _ _1/2- MIN. EQ G OR®OR�OR `' 2"MIN. 2" MIN. LIMITATIONS USE BLADE®ONSHEET19 FOR �OROOR�OR�OR/" VIEW 1 Y 5 OR ®' PLAN 1. OR ®' ®�I®„©«tea®�10•®� DETAIL X POURED CONCRETE OR ®a©`O°^® 10`®� CONCRETE BLOCK WALL END INSTALLATION 10`®®®f®a®`®" REQUIREDI HV BLADE OR HV WINDOW BL ®`®a®•®�®+®� ®`®°"®'®�®'®� CONCRETE OR CONCRETE BLOCK END CONNECTIONDAIL 50 O•®a®+®��•®��® END CONNECTION DETAIL® FLORIDA BUILDING CODE Hon High Veloci T �'��f ©2015 EASTERN METI BERTHA 1 \1 L 1EC O ..c. A.S■S■A■ Accordion Sh ~ RV. BLADE#1 W/CR W/O F American Shutter Systems IEV.He DESCRIPTION Da s TILLIT TESTING do ENGINEERING COMPANY STATE OF r 6355 N.W.361h.5L,see.305,NRGUM GARDENS.FLORWA 3316f Association, Inc. 1 OLD 11-192 4/1; � 30 Phone : (305)871-15 .Fox:(305)871-1531 4268 Westroads Drive z e-mail: �,c'•., ORI ��; _tilteeo®aol.com West Palm Beach, FL 33407 3 'AA�Aj�ss�ONAL \ WALTER A�LLrrTJr. P.E. 4 4tT}1�AS1VIl�iURE/DATE CRNA Lio 44167 5 6 SCHEOULE #I MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+ (ft.). FOR INSTALLATIONS W AXIMUM SHUTTER SPAN*"L+" . . I OR -L-- (ft.) FOR R -L-" (ft.) INSTALLATIONS IRMLAIMN LEGEND CENTERM & @�r or INSTALLATION / C�Z%Vnlil At W/ ONE H.V. LOCK @ or 0 or or CENTER W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FT ONE W LOCI o r M(& or POSITIVE A.S.D. DESIGN PRESSURE RAI HD LOCK (9 W/ NO LOCKINGRODS or < � W/ ONE HV LOCKS MANSORY CENTERMATES @ & @ W/ ONE HV "T" W/ NO LOCKING RODS OE OR W`1 NO LOCKING WALL A, 13, C. D, E. M, N, o, p. Q, L-- MAX,ALLOWABLE SPAN FOR A GN LOCK (8) W/TWO LOCKING RODS Iq TOP & (SEE NOTES t It) DS I MOUNTING F, K & L R. S. & V. A.S.D. DESIGN PRESSURE RATING. BOTTOM (SEE NOTES it (VAUD FOR MOUNTING 0 - SHEET 7) FLOOR/CEILING (2) PROCEDURE TO DETERMINE MAXIMI MAXIMUM CONCRETE &WOOD INSTALLATIONS ATIONS 0 CONCRETE de WOOD - MOUNTING G. H, 1. 11, 1 T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR F CONCRETE & M "0.DESIGN "IL DESIGN AXXI�DESIGN INSTALLATIONS PRESSURE GIVEN A POSITIVE A-S.D. DESIGN PRES NO WALL MOUNTING FLOOR/CEILING P �" RE WALL MOUNTING PRESSURE (P—) MOUNTING & ROLIM FLOOR/CEILING MOUN71NG DETERMINE MAXIMUM SPAN "L+" FROM +OR FLOOR/CSUNG MOUNTING OR GIVEN A NEGATIVE A.S.D. DESIGN PRE! FLOOR' ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-" FROM L+ + (0) L-(fQ L+ (ft) L-(it) L+ (fQ I L-(ft) MAXIMUM SHUTTER SPAN -L+-OR -L-' FOR 30 OR LES� 16'-0" 16'-0" 16'-0" 16'-0* 30 161-0* 16,-0, 30 16'-0- INSTALLATIONS INTO WOOD SHAM BE UM(TED TO FINAL MAXIMUM ALLOWABLE SPAN IS E 35 14'-10" I'V-10" 15'-2- 16,-0, 35 ir-11)" 35 151-r 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 40 13'-TO' 13'-10" 14!-2' . 15'-2' 40 13'-10" 40 14'-2" 15!-2" (3) PROCEDURE TO DETERMINE MAXIMI 45 13'-1" IS-9 14'-3' 45 TV-,I' IV-1 45 13*-4" t W CORNER CENTERMATE #3 MAY BE USED COMBINATIONS IN BETWEEN WALL Mou ALL 50 12-5- 12'-S" 12'-S' 13'-7" 50 12'-5" 12'-5- 5-0 12'-3- 1S-I' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 IV-10' 11'-10* 12'-1' 12'-11' 55 111-10" 11'-10` 55 11'-1* f1'-1f• SHALL BE AS INDICATED ON MANDATORY CONDITION #2 I FOR A GIVEN POSITIVE A.S.D. DESIGN 60 1 V-4 I V-4" 11'-7" 12*-4' 60 111-4, 11 60 10'-2" NOTE #5, SHEET S. RATING, 65 101�ior iv-10, 11'-1' 11.-11 65 10"-10" to'-10" 65 DETERMINE: 70 101-61 IQ`_6" '_5 7-0 10--a- iW-6- 70 81-r 9-42' Lt+= MAX.*SPAN FOR WALL MOUNTIN 75 1o'-I" 10'-1' 10'-4- 11--1- 75 101-1* 101-1* 1 75 1 W-9. L2+- MAX. SPAN FOR FLOOR/CEILING 80 91-1o* -0 10'_9 ttEXCEPT THAT MAXIMUM SHUTTER SPAN I+-OR INSTALLATIONS. 91-10" 10, 80 91-10* 9­101 65 0 CONCRETE MOUNTING CONCRETE As LL Mot C CONCRETE 'RETE WALL M [f EWA A ONS & 0 M UNIT". 'GD.CaLIN, 6 L L M.; + L I I �] r2ST 6 0 1 6-0- 1._�(_ 10 1 J14 10 13 1 10 1 2 1!::I 13.-1 d143 AT AjL2L 1_5 I_ NJ 11. S ON 0. 1 r7 9_4.. 758._9 8 8 0 10 9. 'L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR 85 9,-6' 91-C 9,-e 10'-6, 85 -6. 9'-6 FOR A GIVEN NEGATIVE A.S.D. DESIGN 9 9 9. INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 0 -3. W-3" q'-S' 10!-l" so W-,3* 9'-.3" SHALL BE LIMITED AS FOLLOW: 9 DETERMINE 1 95 9'-0" 81-9" 1 9'�-2" 9'-10' 95 91-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI­ MAX, SPAN FOR WALL MOUNTIN 41-9" 81-e W-0, 9'-7- 100 a-s" 8*-4* LIMTTEO TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2­ MAX. SPAN FOR FI.0OR/C;EtUN 00 MOUNTING ON SHEET 7. 105 8-7" 7'-11" 8'-9" 9'-V 105 d'-7" 7'-Il* INSTALLATIONS. 11 1 0 10 8'-4" 7'-7- 8'-7' 1 9'-2- 110 8'-4- 7'-7- 115 W-2- 7�-3* 8*-4' 8*-11* FINAL MAXIMUM ALLOWABLE SPAN IS 115 8'-2- 7*-3' 1 08. SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LI+'. 'L2+", "Ll 120 8'-0• W-11" 8'-2" -9. 120 61-11* 125 7'-10' 125 7'-10" 6'-8' (4) GO TO ANCHOR SCHEDULE WITH ALLOWABLE SPAN AND NEGATIVE A.S. 130 71-8, W-5' 1 7'-10* 130 7*-8' 151-5* PRESSURE RATING TO DETERMINE 135 7'-7- 6'-2- 1 7--g- 7'-9- 135 7'-7- 6'-2' WIND ZONE MINIMUM SPACING. 140 7'-5- 5'-11" 7'-7" 7'-6- 140 7'-5- S.-II. ASTM E-1996 SEPARATION 145 7*-3' S.-g. 7'-5' 7-3' 145 7'-3' 5F-_9" TO GLASS 150 7'-2- 5'-.7* 7'-4' 7'-0' 150 7'-2' 5'-7- 155 7'-0" 5'-5* 7'-2' 6'-9" 155 7'--0' 5'--S" 1 THRU 1" 160 6`-11' 5*-2* 7'-1' 6'-7" 160 61-11, 6*-21 3 165 W-10, S.-I. 7'-0' 165 6,-10, 51-1" 170 6'-9, 4'-I1* 6'-11' 6-2' 170 W-9. 4'-11' 175 6'-7- 4-9' W-9* W-o'. 175 6•-7" 4'-9' 180 W-6 4'-6" 61-8* 51-10" 180 6'-6- e-8" 185 6'-5' -V-6' 6'-7- —!T5'-8' 185 6'-5- 4�-6" T HV BLADE 190 6*-4* 4'-5' W-67 -6- 190 fr-e 4!-5- 195 6'-3- 4'-3* 6*-5." 5'-5- 195 6'-3- 4?-3" 200 6'-2' V-2' W-47 5'-3- 200 6'-2- 4'-2" 205 61_�1* 4--1' W-3, 5'-1 205 4'-1' FLORIDA BUILDING CODE(bion High Veloci 0 2015 EASTERN MET BERTH Accordion RWA"M#1 OR W/O Acc on S A.S.S.A 11L EC0114C. ■ w American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY IEV.NC DESCRIPTION GX5 N.W.36th.St.,Ste.3DS,VIRGINIA GARDENS.FLORIDA 33161 AssocW16n. Inc. 1 OLD 11-192 Oji Phone .(30*)87I-1530.Fax:(305)871-1531 4268 Westroadis Drive 2 S e-mall*tiltewoo.I.Com E8-0006719West Palm Beach, FL 33407 3 1:0, WALTER A.TIUjr Jr. P.E, 4 E DATE FLORIDA Uc. 111 44167 5 MAXIMUM AM98! SPACItiG.On.) SCHEDULE FOR A GNEN MAX. fR,HUTrER SPAN. A c n t1FQtcN T>FEt'hTTt'� PRESSURE RATIN[ AND A CORREMNDING MOUNTIN 'TYPE FOR CONCRETE OR CONCRETE �JGHORS SPACING LEG! POURED CONCRETE SM 11ouNm us A 6 0,0 Mo oN SHEET 5 POURED CONCRETE BLM TAPCON OR SP 1 (A)WALL HEAD MOUNTING (&WALL HFAA� MOUNl1NG WALL HEADER MOUNTING D WA-SILL OUNTING R WALL SILL OUNTING C do F WALL HEADER/SILL TAPCON WITH ADVANCE[ ® W/ W/ MOUNTING THREADFORM TECHNOLOG {1t) ASA VINIGN WATNE PR661&iE NAILVG OtSB;<1 NEWIVE Pit691RE RWK AS.&OESGN NE0U11£PRESSURE lLtlWG &9E5�NFfA1NE Pl�ItiE tt11IN9 ASS oEspt NEGttPE PAEST6AE Aso t>E NEGASNE PI�SOI£lut>x9 ALL POINTS SOLIO-SET 30 40160175 90 120 160 205 30 40 60 75 90 120 180 205 30140160 75 90 120 160 205 30 40 60 75 96 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 BLUE TAP 14 1211019 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 5S $ 8 8 8 8 8 7 55 TAPPER+ 3'-0' 14 -12-1101-0 8 6 6 6 14 12 10 9 8 8 6 6 14 112110 9 8 8 6 6 14 12 10 9 -8 8 6 6 14 12 10 9 0 8 6 6 8 8 8 8 8 8 a 0 R 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12110 9 8 8 6 8 14 12 10 9 8 8 '6 3 14 12 10 9 8 8 8 8 8 8 8 8 8 8 8 6S 14 12 10 9 8 8 e 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10' 9 B 8 8 - 14 12 14 9 8 8 6 6 8 8 8 8 8 e 8 7 14 12 10 9 8 8 6 4 14 12 /0 9 8 8 6 6 14 12110 9 8 8 6 6 14 12 10 9 8 7 - 14 t2 10 9 8 7 5S - 8 8 8 S. 8 7 55 4,-0. 14 12 10 9 8 8 8 4 14 12 10 9 8, 8 6 8 14 12 10 9 8 8 0 6 14 12 10 9 8 8 5S - 14 12 10 9 8 8 6 6 0 B 8 8 8 'B 8 8 i4 12 10 9 8 8 4S - 14 12 10 9 8 8 8 4 14 12110 8 8 8 8 6 14 12 10 9 8 8 - - 14 12 10 9 8 8 8 6 8 8 8 8 8 6S 5 14 72 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 - 14. 12 10 9 8 8 6 - 8 8 8 8 e 8 7 .5 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 3,5 14 12 10 9 8 $ 0 6 t4 12 10 9 75 - - - 14 12 10 9 7S 5.5 - - 8 8 8 8 7.5 55 4 3 * SEE ANCHOR 5'-0` 14 12 t0 9 8 8 4S - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - 14 12 10 9 8 8 6 - 8 8 8 8 8 8 8 8 SPECIFICATIONS 74 12 10 9 $ !F - - 14 12 10 9 8 8 4S - 14 12 10 9 8 8 6 5 14 12 10 9 8 3 - - 14 12 10 9 8 7 - - 8 8 8 8 8 7 5 4 ON SHEEP 13 t4 12 10 9 8 8 4 14 12 10 0 6 B 6 '3S 14 12 10 9 8 8 6 6 14 12 10 9 8 - - 14 12 10 9 8 7.5 - 8 8 8 8 8 75 5,5 4 14 12110 9 8 SS 3 - 14 12 10 9 8 8 4S - 14 12 10 9 8 8 0 6 14 12 9S 75 4 - - - 14 12 9.5 7S 65 3.5 - - 8 8 8 75 6S 45 35 - $,-0« 14 12 10 9 8 5S - - 14 12 10 9 8 8 4S - 14 12 10 9 6 8 6 s 14 12 10 9 B , 4 - - 14 12 tO 9 8 8 4 - 8 8 8 8 8 B 8 7.5 14 12 10 9 8 3 - - 14 12 10 9 8 8 - 14 12 t0 9 8 8 5S 3.6 14 12 10 9 4S - - 14 12 10 0 7S 4 - - 8 8 8 8 7.5 55 4 3 14 12 10 9 8 S. - - 14 12 10 9 8 8 4 - 14 12 10 9 8 0 6 55 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 8 8 8 8 8 0 4S - 14 12 10 9 8 4 - 14 i2 10 9 0 6S 3 - 14 12 10 9 8 8 6 - 14 12 8 4S - - - - 14 12 $ sS S5 - - - 8 8 8 6S 55 4 3 T-0« 14, 12 10 6 e, 4 - - 74 t2 10 8 8 6S 3 - 14 12 10 9 8 8 8 - 14 12 10 9 6 - - - 114,12 10 9 8 7 _ 8 8 8 8 0 8 7S 6 14 12 10 9 4.5 - 14 t2 10 9 8 4 - 14 12 10 9 8 7 4 - 14 12 10 5S - - - - 14 12 10 8 6S - - 8 8 8 8 &5 S 3.5 -- 14 12 10 9 7S3.751- ^ 14 12 10 9 0 s - 114112 10 9 8 8 6 - 14 12 10 6 - - - 14 12 10 &5 7 - - - 8 8 8 8 7 5 4 14 12 10 9 5S 3 - - 14 12 10 9 8 4S - - 74 12 10 9 8 8 - - 14111 7 - - - - 14 it 7 5S 3,5 - - - 8 8 7 55 4S 3S - - $,-1}« 14 72 14 9' SS ^ _ - 14 12 10 9 8 44 - - 14112 10 9 B 0 - ^ 14 12 10 7 4 _ _ - 14, 12 10 9 8 3 _ _ 8 8 8 8 8 7S 7 4 *SEE LIMITATIONS OF USE 14 12 10 5S 3 - - 14 12 10 9 8 - - 14 12 10 9 8 5.5 - - 14 12 85 3 - 14 12 S.5 7 4 - 8 8 8 z ss 4 3 _ BLADE 1A ON SHEEP 19 14 12 10 .9 5 - 14 12 10 9 8 4 - 14 12 10 9 8 $ - 14 12 95 - - - - 14 12 9.5 75 44 - - - 8 8 8 7S 6 4S 14 12 10 6.5 4.5 - - 14 12 10 9 75 - - - 74 72 10 9 0 - - 13 9S 4 - - - - �- 13 9S 65 5 - - - - .8 8 BS 5 4 3 - - 8,-0. 14 12110 65 4 - - - 14 12 10 9 75 - - - 14 12 10 9 0 - 14 12 10 5 _ - - - 14 12 10 9 5.5 - - - 8 8 8 8 8 85 6 3 14 12 8S 4 - - 14 12 10 9 4S - - - 14 12 10 9 7.5 - - 14 11.5 4S - - - - 14 11.57.5 6 - - - - 8 8 7.5 6 5 4 14 12 f0 6 4 - 14 12 10 9 7 - 14 12 10 9 8 - 14 12 5 - - - - - 14 12 8 85 - - - - 8 8 a 65 55 4 14 12 9.5 5 3.5 - - - 14 12 10 9 5S - - - 14 12110 9 8 - 1.5 85 - - - 1.5 &5 5,5 - - - - - 0 B 5S 45 3.5 - - 10'-0. 14 12 96 5 3.5 - - - 14 12 10 9 55 - - - 14 12 t0 9 8 - 14 12 7 - - - - - 14 12 10 7S 5 - - - 8 8 8 8 8 75 4S - 14 12 SS 3 - - - 14 12 10 6 3 - - - 14 12 10 9 B - 14 10.5 3 - - - - 14 10.5 7 3S - - - 8 8 7 SS 4.5 3S - 14 12 9 45 3 - 14 12 10 9 5 - - 14 12 10 9 8 - - 14 11 - - - - - 14 11 7.5 - - - - - 8 8 7.5 8 5 - - 14 12 7 - - 14 12 t0 - - 14 12 10 - - - 0.5 8 - - - - - - OS 8 S - - - - - 8 8 5 4 3.5 - - 1'-0« 14 12 7 - - - - ^ !4 12 10 - - - - 14 12 10 - - - - 14 12 5 - - - - 14 12 10 - - _ - - 8 8 8 8 8 7 35 - 14 12 4 - - 74 iz 10 - - - - 14 12 10 - - ZS OS - - - - -.12.5 94 8 - - - - 8 8 6 5 4 3 14 12 55 - - - - - 14 12 10 - - - 1'4 12 10 - - - 3.5 10 - - - - - 14 10 1 - - - - 5 8 7 5S 4S - - 14 12 55 - - - - - 14 12 10 - - - - 14 12 10 - - - 9.5 7 - - - - - OS 7 35 - - - - - 8 7 4S 35 3 - 2'-0 14 12 55 - - - - 14 2 10 - - - - - 14 12 10 ^ - - 14 12 4 - - - - 14 12 10 - - - - 8 8 8 8 8 6 3 14 12 3 - - - - ^ 14 t2 0 - - - - - 14 12 10 - - 1.5 85 - - - - - 15 8.5 4 - - - - - 8 8 5S 4S 4 - /'� BLADE A('� /'� 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - 2.5 9S - - - - - 35 9S 4S ^ - - - - 8 8 8 5 4 ^ - ( 7 } {•j V L,./1 V E 1✓R f 14 12 - - - - - - [14 1x - - 14 12 •- - - - 9 4s - - - - 9 OS - - - - - 8. 65 4.5 35 3 - - �. ,�,! 13'-0" 14 12 - - - - ^ t2 ^ - - - 14 12 - _ - - - 0. 1. - _ _ - - - 14 12 - - - - 8 8 8 8, 8 45 - _ W� (R HV WINDIM 14--10 - - 12� - - 14 12 - - OS SS - - QS 8 - - 8 8 5 4 3.5 ^ 14 12 - - - - - - 12 - - -- - - - 14 12 - - - 1.5 5 - - - - - - 15 8S - - - - - - 8 8 SS 4S - - - -'"-" 14 12 - - - 12 - - - - - - 14 12 - - - - - 8 3 - - - - $ 6 - - - - 8 6 4 3 - - - WORKING IN UN 14,-0« 14 12 - - - - - - t2 - - - _ _ - 14 12 - - - - - 14 9 - - _ - - 14 12 - _ - - _ _ 8 8 8 8 T5 4 - 14 7 - - - - 12 - - 14 12 - - - 10 4 - - 10 7.5 - - • 8 7.5 5 4 3 14 11.5 - - 12 - - 14 12 - - - OS 4 - 14 - - - - - - 14 - - - - 14 - - 7.5 - - - - 74 -- - -- - - 7S 5.5 3S 3 14 - - - - - - 14 - _ - _ - 14 - - - 14 - - - - 14 - - - - 8 8 8 7 7 3S - 14 - - - - - - 14 - 14 - - 9 - - 9 - 8 7 4.5 3.5L3 14 - - 74 ^ - - - 14 - - - - - - id - - - - - 10 - - - - - - - 8 TS k4 - 151-cr -14 - - - - - - - 14 - - - - - 14 - - - - - - - 7 - - - - T - - - - - 7 5S 316'-0" t4 - - - - - - - 14 - 14 - - - - t4 - - - - - 14 - - - - - 8 8 3t4 - - - - - - t4 - - 14 - - 8 - 8 - - - - 8 s.5 - 14 - - - - - - 74 - - - - - - - 14 - - - - 95 - - - 95 - - - - -- - - 8 7 4 - - - FLORIDA $i31LDiNG CODE(ton High Velocit \t;�1► .�J6 2015 EASTERN META A. BERTHA V�c�u -s Accordion Shir ) NC. T . "� � FLY. MADE #1 W/OR W/O K TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N QESGRnmoN OAT * Association, Inc. 1 OLD 11-192 4!131 •• STATE OF '� Z 6355 N.W.36th.SL,Ste.305.VIRGINIA GMEN3,F1.ORR1A 3316 4268 Westraads Drive z ( --�•^-^- „„ Ptwma:(305)871-1530.Fax. (305)871-7531 �1 + ti� e-mail: tiltoeonaoteom West Palm Beach, FL 33407 3 ft s�J� •i.`G \\\\\ ALTER A.A U0. Jr. 7� 5 P.E. tL1 IE/DATE 6 MAYIMUM ANCHOR; SPACING (Tn.) SCHEDULE FOR A GiVEN MAK SHLEM SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SU ASD. DESIGN MM-PRESSURE RARING A Q A CORRESPONDING UNNIING TYPE FOR CONCRETE OR CONCRETE WnCI(INSTALS 1AMONS (SEE MOUNTINGS t;,G,&H ON SHEETS 6 g 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUND BLACK POIRD CONCRETE (A) TO EXISTING POURED CONCRETE (Mtn. f'c -.3 Ion tt xuw @WALL SILL MOUNTING ©CEILING MOUNTINGHQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDD SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANI (g) kSA DESV,N WANE PR[SS1RE RON W ASA DESRN AIDRAIAIE PRl35111€RUM Q)eQ kSM.BEECH NEGATME PRIMM HALM - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT. INC.(Min. 1 e= 2 TAPCON OR. 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED A ALL POINTS SCREW, 14 12 10 9 a 8 6 5.5 14 12 10 9 a a 6 6 14 12 10 9 8 8 s e THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR Al11HORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER Sr. 3'-0- 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 (Mitt• f'c = 3 ksi) ALL POINTS SOUb-SET OR LESS 14 12 10 9 8 a 6 6 14 12 10 9 8 8 6 6 14 12 10 9 88 6 5 BLUETAP'W/CAP NOTES: 14 12 10 9. 8 8 8 7 14 12 10 9 8 8 B 8 14 12 10 9 a 8 s 8 A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 14 12 10 9 8 7 5S 3.5 14 12 to. 9 8 6 6 6 14 12 to 9 a 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0- 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 4 14 12 10 9 a a 1 6 4.5 14 12 10 9 8 6 .4 35 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SbLID-SEr ANCHORS SHALL BE'7/8'INTO THE POURED COP 14 12 10 9 8 8 1 6 4,5 14 12 110 9 .8 8 6 5.5114 12 10 9 8 8 1 6 14.5 INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL.BE 1 1/2' LONG MINIMUM SHC 14.12 110. 9 75 5.5 13Z - 14 12 10 1 9 a 8 6 5 14 12 10 9 a. 7 15.51 4 ♦SEE UYJLgT1OHS OF USE FOR 1' MINIMUM FOR WALLS WiTH NO STUCCO. 14 12 10 9 a 8 6 6 14 12 10 9 8 8 6 5 5 14 12 10 9 8 a 6 45 BwnE 1�A ON SHEET 19 5'-0' 14 12 10. 9 8 7 1 4 -' 14 12 10 1 9 8 65. 5 3.5 14 12 10 8 65 b 1351 3 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EASTIN 14112 10 1 9 8 7-514.5 - 14 12 10 9 8 a 6 45 14 12 10 9 a' 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SH 14 12 9.517.5 65 45 - - 14 12 10 9 8 7.5 55 4 14 12 10 9 8 8 45 35 NOTES A1) &A2) ABOVE FOR INSTALLATIONS ON•VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSUI 6'-0- 14 12 10 1 9 6 a 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SLE SHEET 20. 14 12 10 1 9 75 55 3 - 14 12 10 85 7 55 4 3 14 12 8 65 55 4 3 - 14 12 101 9 8 5 - - 14 12 10 9 8 65 5 L75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 114 12 s 6.5 55 3 - - 14 12 10 9 8 65 45 35 14 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDDI 14 12 ]0 9 8___a - - 14 12 10 9 8 7 5 4 14 t2 10 9 75 55 4 3 - 1/4'0 x.3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY 7'-0' - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 14 12 10 8 65 4 - - [14 12 9 7.5 6 45 3.5 - 14 10.5 7 5S 4.513.5 - - 1 4 0 TAPPER+ ANCHORS AS MANUF.ACTURtD BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW. 14 12 10 85 7 4 - 12 10 9 75 55 4 - 74 12 s 7 7.514S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYE. 14 11 7 5.5 4.5 - - - 12 10 9 75 55 4 - 14 12 9 7 6 45 3 14 12 10 9 a 65 - - 12 10 9 8 6 4 - 14 12 10 8 65 5 35 - NOTES: 14 12 85 7 5.5 3 - - 12 8 65 55 4 3 - ZS 85 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INFO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS I 14 12 95 75 a - - 12 95 8 65 5 - - 14 12 8 6 5.5 4 - - WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 113 95 85 5 35 - - 12 10 8 6.5 5 - 14 12 B 6.5 5 414 12 10 9 8 - - - 12 10 9 75 4,5 - - 14 12 8.5 7 55 4 - - 82) MINIMUM EMBEDMENT OF 1/4-0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHW.L BE ENTIRELY EMBEDDED INTO TE 14 115 7.5 6 4 - - - t4 11 7 53' 5' 35 - - 11 a 5.5 45 35 - - - EMBEDMENT' INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG 14 t2 8 6.5 4.5, - ^ 14 12 85 7 5.5 4 - - 14 105.7 S.S. 6 4.5 - - EXIST,AND 1- MINIMUM FOR WALLS WITH NO STUCCO. 115 85 55 4 - - - 14 12 9 7 6 45 - - 14 11 7 55 45 3.5 - - to'-0' 14 12 10 9 75 - - - 14 12 10 8' 65 5 - - 14 12 8 8 5 4 - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXisn t4 105 7 5 35 - - - 13 95 65 5 4 3 - to 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH RHE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE S 14 14 75 55 - - 14 11.5 9. 6 5 4 - - 25 95 6 5 4 4 NOTES B.1) & B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WM40UT METAL STUDS CONSL o.5 8 5 - - - 14 12 8 &5 55 4 - - t3 10 6.5 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 74 12 10 - - - - - 14 12 9. 7 6 4,5 '- - 14 10.5 7 55 45 35 - 25 95 5 - - 12 9 B 45 4 3 - 9 7 45 35 3 - (C) ANCHORS SIULLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 14 '10 7 - - - - - 14 105 7 5.5 45 - - - 1S 85 S5 4.5 75 - - 9.5 7 4.5 - - - 14 t5 7.5 6 5 - - 12 9 6 4.5 4 - - - (D) SIE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0. 14 12110 - - - - - 14 12 a 65 55 - - - 13 110 65 5 4 1- - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 85 4.5 - - ^ 11 8 5.5 4 35 - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D.LESS THAN THE INDICATED,RE 3.5 95 6 - - - - - 13 95 65 5 4 - - - 25 a 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - 14 105 7 55 45 - - - 11 85 55 45 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR 13'-0' 14 12 - - - - - - 14 115 75 6 5 - - - 1z 9 6 45 4 - - - FACTOR 10 7.5 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED 2 - - - - - - 12 9 6 4.5 4 - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SEr BLUE TAP W/CAP 5 &5 a 6 - - - - - - 13 95 65 5 - - - - GS 75 5 4 - - - - 1 V BLADE O DICTANCE THtiEADfT)RM TECHNOLOGY ' 14 12 - - - - - - 14 105 7 55 - - - - 11 85 &S 45 - - - - ED. MIN. SPACING = 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2- EON. SPACING = 3' 3 14'-0 10 72 - - - - - - 9 7 4-513.5 - - - - 7 5 35 3 - - - - HV GLAD W POURED CONCRETE& IOIR ED E CONCRETE BLOC( POURED CONCRETE& POURED CONCBLOCK RETE&POURED 1-98 - - - - - ^ 11 a 5.5 45 - - - - 9 a5 45 - - - - - V WINDOW CMN.E0.8J CK MN E.0.=31/Y MN M-2 1/2• CMR EDL-3LOCK CO MIN.fA Zr RAIL ED 7.5 - - - - - - 12 9 6 1 - I- 19,51 7 45 - - - 14 - - - - - - - 3.5 10 65 - - - - - 05 a 5 - - - - ^ BLADE WORKING 3' 1.0 oso 1.0 0.76 1.0 0 15'-0' 9 _ _ - _ _ _ _ BS 65 4 - - - - &5 5 3 - 2 1/2- - 0.61 1.0 - - 10 - - - - - 0.5 a s - - - - ES 6 4 - - - - - IN UNISON ♦ 2- _ 0.71 - _ - o 7 - - - - - - - 1.5 95 55 - - - - - 9 65 45 - - - - - 1 3/4- - 0.91 - - - 0 16'-0' 14 - - - - - 25 95 6 - - - - 10 75 5 - 0 a - - - - - - a 6 4 - - - - - 6 45 3 - - - - - - 95 - - - - - - - 95 7 s - - - - - a 6 4 - - - - - FLORIDA BUILDING CODE(Non High Veloc p:TIL(/ i,, ©2015 EASTERN MEr �.• �ENSF :'�'�- BERTH Ti L�Elc�o , A.S.S.A. Accordion S H v elaDE1 w/ OR w/o ��1 /-r American Shutter Systems qEV.No DESCRIPTION D _ ;Oc TILLIT TESTING k ENGINEERING COMPANY i CIA OE �; Association. Inc. 1 OLD 11-192 4/1 6355 N.W.36th.St.Ste.365,VIRGINIA GARDENS•-RIDA 3316 4268 WCstTOadS Drive 2 Phone : (305)877-1530 .Fox: (305)871-1531 t7�:•., OR `��\\�� a-mall:Ultecocool.00m West Palm Beach, FL 33407 3 \\\ ES-0006719 rp.E. �i'fill S1ON A\-��.�` WALTER A TILLIT Jr. P.E4 E'A i11NATURE/DATE FLORIDA Uc. $44167 b 6 MAXIMUM ANCHOR+ SPACING (III.) 'SCHEDULE FOR A GIVEN MAY SHL RSP N &S,Q DESIGN NEGATIVE PRESSURE ReT1NO AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR rnwrREM BLOCK INSV 11 TIONS (SFE MOUNTINGS I,5!?&&L ON SHEET 7)• POURED COMMEIF POUR@.CO CONCREM.BLOCK J C wwc oven as t TRENCH ANCHORS $PA�[((:i ar nID NI601NIY JQRAINGUARD MOUNTING QK WALL,/ELOOR MOUNTING ©WA4VALK OVER MOUNTING D.BM tkTATNE PAFSSURE Mm0.0[SICIt NE0ITNE PR655UPE RAl@19 DESIGN REGA7IVE PRf5a119E RAlINO OFSICN ItECAIUE PRESSI RE RAIING TAPCON OR (ft) TAPCON WITH ADVANCED 30 40 160 175 190 120 160 205130 140 160 175 90 11261180 205 30 40 60 175 90 120 160 los 30 40 60 75 90 120 760 205 THREADFORM TECHNOLOGY 14 12 10 9 6 6 6 B 12 12 12 12 12 111.518.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 9 'a 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 a a 6 8 12 12 12 12 0.5 8 6 45 7 7 7 7 7 7 7 6.5 5 5 S 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 8 12 •12 12 12 12 10 7S 6 7 7 7 7 7 7 7 7 5 5 S 5 5 S 5 5 TAPPER+ 14 12 10 9 a 8 8 6 12 12 12 12 1.5 a.5 6S 5 7 7 7-T 7 7 5.5 4 S 5 S 5 5 5 5 4 14 12 70 9 8 8 8 6 12 12 12 12 12 8.5 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 8 45 3S 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 8 6 12 12 12 12 f0 7S 55 4 7 7 7 7 7 7 7 SS 5 5 5 5 5 5 b 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 8 6 12 12 12 12 10 7S 5.5 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 12 10 9 8 8 8 8 12 12 FS 75 6 45 3S - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. 12 to 9 9 a 6 6 12 12 12 95 9 6 45 - 7 7 7 7 7 7 5.5 4 5 s 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9. a 6 6 8 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 S 5 5 4.5 3S - SPECIFICATIONS 6'-0" 14 12 10 9 a 8 6 8 12 12 12 70 a 8 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 9 6 8 8 72 12 a 6 5 4 3 - 7 7 7 7 7 55 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 B 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4S - 14 12 10 8 8 a 6 8 12 12 10 8 0.5 5 35 - 7 7 7 &5 55 4 - 5 5 5 5 5 4 3 - 7,_0. 14 12 10 9 8 a 6 6 12 12 12 0.5 7 S 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 a a 8 B 12 10 ttS, 5 4.5 3' - - 7 7 7 1 6.6 5. 3 5 5 S 5 5 5 3S 3 14 12 10 9 a a 8 6 12 12 85 7 55 4 - - 7 7 7 7 7 s - - 5 5 5 5 5 S 4 - Q VAUD ONLY FOR UP TO +70, -75 14 12 70 9 6 8 8 - 12 12 8S 7 55 4 3 - 7 7 7 55 45 3 - - 5 5 5 5 45 3.5 - - PSF A.S.D DESIGN PRESSURE 81-0. 14 12 10 9 8 8 6 - 12 12 05 7.5 B 45 3S - 7 7 7 7 7 7 7 4 5 5 5' 5 5 6 3 5 RATING & FOR SANS PER 14 12 10 9 8 8 6 - 12 9 8 4S 4 3 - 7 7 7 7 55 4 - - 5 5 5. 5 5 4 3 SCHEDULE p3, SHEET 11 14 12 10 9 8 8 6 - 12 11 75 6 5 .75 - - 7 7 7 7.6 6 45 - 5 5 5 5 5 4.5 - # 74 12 10 9 8 8 - - 12 15 75 B 5 35 - - 7 7 16.515 4 - - 5 5 5 5 4 3 - - 9'-0� 14 12 10 9 8 8 - 12 12 9.5 &5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5- 14 72 10 9 8 8 - - OS 8 5 4 3.5 - - - 7 7 7 B 5 3S - 5 5 5 5 3 4 3 14 12 10 9 a 8 - - 12 10 65 5 4.5 - - - 7 7 7 65 SS - 5 5 5 3 5 4 14 12 10 9 8 B - - 12 oS 7 55 45 3.5 - 7 7 55 45 35 - - S 5 5 4.513.51- - - 10'-0� 14 12 10 9 8 8 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - - 9S 7 4.5 3.5 3 - - - 7 7 7 5.5 4.5 - 5 5 S 5 4.5 3.5 - - 14 12 10 9 9 8 - - 12 9 8 5 4 - - - 7 7 7 g b 5 5 S 45 5 14 12 10 9 8 8 - - 12 95 6 5 4 3 - - 7 7 5 4 3 5 5 5 4 35 - 71•-0 14 12 10 9 8 8 - - 12 10 7 5.514.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 S 5 5 5 '5 4 14 12 t0 9 8 8 - - 65 65 4 3S 3 _ _ _ 7 7 8 5 , _ _ _ 5 5 5 5 4 3 - _ 10 H V BLADEONLY 14 12 10 9 8 8 - - 11 B 5S 4 - - - - 7 7 7 55 4S - - - 5 5 5 5 4.5 - - - 14 12 10 9 9 - - - 11.518.5 5.5 4.5115 - - - 7 7 45 35 - - - 5 5 45 3.5 3 - - - 12'-0" 14 12 10 9 a - - - 12 95 8.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 3 - - - 6 6 4 3 - 7 7 &S 45 3S - 5 5 5 4.5 4 3 - 14 12 10 8 8 - - - 10 7.5 5 4 - - - - 7 7 8 5 5 5 3 S 4 1.4 12 10 9 8 - - - 05 a 5 4 35 - - 7 65 4.5 35 - - S 5 45 3.5 3 - - - 13'-0" 14 12 10 9 8 - - - 1.5&5 8 4.5 &5 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 s - - - 7 5S 3S 3 - - 7 7 5 4 3 - - 5 5 S 4 3 14 12 10 9 S - - - 9 7 45 .75 - - _ 7 7 55 4.5 - - 5 5 5 4.5 4 _ - - 14 12 10 9 - - - - 10 75 5 4 S - - - 7 8 4 3 - 5 5 4 3 - 14'-0' 14 12 10 9 - - - - 0.5 8 5 5 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - 8S 3 3 - - - - - 7 7 5 3S - 5 5 5 4 14 t2 10 9 - - - &5. 6.5 4 - - - - - 7 7 5 4 - - - 5 5 S 4 - _ - - 14 12 10 - - - - - 9 7 4.5 3.S 3 - - - 7 5.5 3.5 - - - _ - 5. 5 3.5 3 - 15'-0� 14 12 10 - - - - - 10 7 5 5 4 3 - - - 7 7 7 7 7 3.51- - 5 5 5 5 5 5 143 14 1210 - - - - - 8 4S 3 - - - 7 753.514 12 t0 - - - - - 6 6 4 - - - - 7 7 5 55 S 412 10 - - - - - 95 65 4 3S - - - - 7 &S 3.5 - - - - 516'-0� 14 12 10 - - - - - 95 7 45 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 141270 - - - - - 67 6.5 4 5 5 4 35 -t4 12 10 _ _ _ _ _ 75 55 .75 _ _ _ _ 7 7 15 = - 45 _ FLORIDA BUILDING CODE(Non High Velocit; 0 2015 EASTERN METAL BERTHA IL EC O �N�. A■S■S■A■ Accordion Shy 7 H.V. BLADE#1 W/OR W/O Fit �f TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nt DESC91FMON DA71 1°' ST Association, Inc. , _13'. ATF OF 6355 N.W.76th.sr.,s1e.3os,1l1RGWit Gn96ENs.17DRIDl1 3316 OLD 17-192 4/13/ Phone . (305)871-1530. Fax: (305)871-1531 4268 Westroads Drive 2'�E`'• �RIOP . �, e-mail:U1teco0col.mm West Palm Beach, FL 33407 3 ANAL E��'��\\\t mAoTILUT Jr.\\ WALTER A TICCIT JPZ 4 P.E. SE4C�aN>�i�11�I DATE �R8)A Ua a 44167 s 6 MAXIMUM A.§,D. DESIGN PRESSURE RATING (Rsf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX SHLffTER SPAN NEGATIVE A .S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 17). E; U FEB �T" F:4,- SOUTHERN RATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FIR SOUTH s2 W1 0 T MI PINE No. SPRUCE PINE SPRUCE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN..G=0.43 W/ MIN. G=0.36 /PLYWOOD DX DOUGLAS.FIR W/ FIR NORTH FIR SO MAXIMUM MIN. G=0.50 W/ MIN. G=0.43 W MIN. l SPAN(N) WALL MOUNTINGS COILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL M W & X W & X W & X P &0 S & v S &v S& kM DM WANE TOM RM(4 LZ OW MK I#9tR:RN mpa ow MR MME w=44 LM ow IE1AfE HT1:ww(pi>) 0w ff=RF.lABE mom m am IB,m BFS9AF MM wffM= ANE PII6M YARN(Opa CM MM MM FANG(pal UA OSAI WAVE ROUE I+ABG w)pMMw=Kffl 30 40 60 75 90 1105 30 40 60175 90 10.9 30 40160175 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 7 '-0'OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 11019 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 12 12 12 12 12 12 12112 12 12 1; 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 12 12 12 12 12 12 12 12 12 12 1; 5'=0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10110 9 8 6 6 6 6 8 6 5 12, 10 10 9 8 7 6 6 6 6 6 5 6 . 4 4 4 3 72 12 12 12 12 12 12 72 12 12 12 12 12 12 12 1; W-0' 12 10 10 9 8 6.5 6 6 6 B 5.5 4.5 12 70 10 9 8 5 6 8 8 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 U 7'-0' 12 10 10 9 8.5 4 6 6 6 .5 4.5 4 12 70 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 72 12 12 12 12 12 12 10. 12 12 12 0 8'-0, 12 10 10 7.514.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 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 12112 12 12 12 11 9.5 12 12 11.5.9 9'-0' 12 10 10 5 13.5 - 6 6 5.5 4.5 3.5 3 12 10 9 4 - - 6 6 tZ-543 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 10 12 12 12 1. 9.5 8.5 12 12 10 8 10'-0' 12 10 7.5.4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 3 - 12 1D 3 - - - 8 8 4 .5 3 - 8 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 11'-0' 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5- - 6 5.5 - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6. 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 - - 12 10 - - - - 6 5 3.5 - - 6 5 - - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 13'-0' 12 10 - - - - 6 6 - - - 12 10 - - - - 6 4,5 - - 12 .5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5. 14'-0' 12 10 - - - - 6 5.5 - - - 12 7 - - - - .5 4.5 - 12 7 - - - - .5 4.5 - - - - 63 - - - - 12 12 12 9.5 8 6 12 12 9.5 .5 6 4.5 12 9.5 6.5 15'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 t1 9 .5 5 12 12 8.5 7 6 4 12 9 6 12 - - - - - 6 - - 12 - - 5 - 1.5 - - - - 5 - - - - 6 - - - - 12 12 0. 8.5 6.5 4 12 12 8 8.5 S J IT 1.518.5 15.5 I 1 HV BLADE ORO) HV BLADE W� I� HV WINDOW BLADE WORKING IN UNISON* ♦SEE UMRATIONS OF USE FOR BWE&ON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS, 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G=6.55 (N.D.S) - 1/4"0 TAPCON ANCHORS,AS.MANUFACTURED BY I.T.W.BURDEX 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/0-0.43 (NA.S.) EXCEP00N:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MN. 1/2"CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Veloci ©2015 EASTERN MET BERTH A S S A Accordion Sh IL ECO .Nc. H v e1 AOET w/OR w/0 ■ ■ ■ Or- American Shutter Systems IEV. Nc DESCRIPTION D : TILLIT TESTING & ENGINEERING COMPANY X4167 6355 N.W.36th.St,Ste.305,VIRGINIA GARDENS,FLOROA 331 Association, Inc. 1 OLD 11-192 4/1 Phone: (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2 *: e-mail:tilteco®aol.aom West Palm Beach, FL 33407 3 EB-0006719 s •,• rA q A ,•�` WALTER A.1TUA 7 4 Ly V+.Lh� �`t FLORIDA U..c. f 44 44167 S VAR8 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR .1 HV & 1 HV.* BLADES AS A MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE f ONLY SHALL WALL RE-AMITED ITED TO 105.0 psf. A.S.D. DESIGURRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON ORA.S.D. DESIGN P ESSU CON WITH ADVANCED T FOR t S L 710 WITH BLADE 1 & A WORKING IN UNISON YAP THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING I MIN SEPARAl10NI I I _ EXISTING WOOD HEADER. �; WOOD HEADER- (SEE SCHEDULE ON SHEET IS) (SEE (SEE SCHEDULE ON SHEET 15) k 1/4'0-20x3/4" S.S. MACHINE 9 SCHEDULE ON SHEET �R 1$ SCREWS W/ 1/4"-20 NUTS 0—11 FOR 19� I OR `V 1' Min. ® 12" O.C. \ >< EXISTING 8 BLADES O& GLASS-� II a � WALL iv Z '-ti 1 OR 1 S N A FINISH Z ~, OPTIONAL WALL I I I 4i s. Y EXISTING MIN. I I FINISH I 2'x4'WOOD 1 I I O HEADER REQUIRED I I 1 OR ®� 1 IX%Si1NW AID. {=' tf"0 TAPCON Of EXISTING 8 hplLpppA ( I I HEADER REQUIRED I 1 THREADFORM TE GLASS--•I TO GLASS(�SCHEIXILE ON I MIN. SEPARA71ON TO GLASS I I y MT PENETRAEXISTING TION EXISTING ,,`y 1E¢ADE® I I (SEE SCHEDULE ON SHEET 11) I (SEE SCHEDULE 01 N SHEEr 9FOR.FO I I GLASSY I 2'x4'CONT. PLATE REQ'D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALIA ®HV WALL HEADER INSTALLATION 1 I EXISTING MIN. SEPARATION TO GLASSI I MIN. SEPARATION TO GLASS GLASS---B I EXISTING o--(SEE SCHEDULE ON SHEET 11) EXISTING 1 t-(SEE SCHEDULE ON SHEET 11) MIN. SEPARATION TO GLASS 1 WOOD PLA (SEE SCHEDULE ON SHEET 11) I GLASS O I G��'8 - 0 1/40-20x3/4"S.S. REQ'D. I I 1/4'0-20x3/4'S.S. I 1 MACHINE SCREWS 1 _ I ";%;` ; MACHINE SCREWS W/ I I ( U 112'D.C. –20 NUTS WpLL 1/4-20 NUTS® 12" I `•i' FINISH I I I O.C. 9 :•� I OR® �..I.. ' 13 OR `s 2'x4' CONT. mar ° WOOD PLATE REQ'D. � OR( I 1/4"0 TAPCN OR THREADFORM TE( 2'x4'CONT. Min. PENEMA71ON 1/4"0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOD HE THREADFORM TECHNOLOGY W/ 1/2" 1/4'0 TAPCON OR NOTE: REQ'IJ. ' (SEE SCHEDULE ON Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCQN WITH ADVANCED 1–SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CDTHREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISHSTUDS ® 16' O.C. MAX. P1.YW000 REQ-0. W/ 1/2' Min. PENETRATION OF 2–MOUNTING SECTIONS CAN BE 1/2' MIN. CX PLYWOOD REQ'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REVD. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SDR ANY INSTALLATION- HV WALL SILL INSTALLATIO (STING MIN. 2'x4'STUDS® 16P O.C. MAX. REQ'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.0 SECTION 2308 OF THE ®NV WALL SILL INSTALLATION ♦SEE UM AnONS OF E OF SILL WALL ISTALWALL ISTALF.B.C. BLADE ON SHEET 19 F10RIDA BUILDING CODE(ion High Veloc NIkit IIIIIIIilll//f ©2015 EASTERN MET' A.r!�[�'''�� BERTHA �''�y'�• - IL EC O Nc. A.S.S■A■ Accordion Sh H.V. RAIX#1 W/OR W/O . TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV. Nc DESCRIPDON D 6355 N.W.3M.St.Ste.305,VIRGINIA GARDENS.F1.ORWA 3316 ASSOCiation, Inc. 1 QLD 11–192 4/1 Phone: (305)871-1530 .Fax-. (305)871-1531 4268 Westroads Drive 2 e-mail:Bltecafaol.aom West Palm Beach, FL 33407 3 '�ZORIOQ '`` EB-0006719 . ••'G�\�� WALTER A MUUT Jr. P.E 4 P.,Jj� •,1 N��•'< A.� FLORIDA Ue. #44167 S t INSTALLATION DETAILS ON EXISTING . WOOD BUILDINGS FOR n HV & HV* BLADES (AS API MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME M ONLY SHALL BE M TED TO 105.0 f. A.S.D.---DESIGN PRESSURE RATING SE SHEET OR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & o WORKING IN UNISON 1/4'0 TAPCON OR4'x8" (Min.) EXISTING EQ EQ 2 MIN. EDGE TAPCON WITH ADVANCED WOOD BEAM REQUIRED. THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY W/ 1 1/2" Mn. PENETRATION 1/4'0-20x3/4"S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. EXIS `t l Min. MACHINE SCREWS REGISTERED ENGINEER OR TRU (SEF SCHEDULE ON SHEET 15) t1// 1/4"-20 NUTS ARCHITECT PRIOR TO EQ ® 12' O.C. SHUTTER INSTALLATION. 1/2' 1/2" RAE 19 D.C. 1 oR 1 1/4.0 TAPCON OR TAPCON WITH ADVANCED :. 257" TTIREADFORM TECHNOLOGY 3/4' a �\,l _ Max. W/ 1 1/2"Min. PENETRATION EQ E 1'x4' ejE OF THREADED AREA 70 EQ 0 $14x3/4" z S.M.S. (606 dg = l OPTIONAL EXISTING WOOD HEADER. ® 6"O.C. (FACS =;= I (SED:SCHEDULE ON SHEET 15) 1 1© 15 I 1 or i© 15 or or or LOCA _ I I MIDt1 ~E)aSTING MIN 2'x4" 1 1 I I MEMI EXII�--QI HEADER REQ'D 1 OPEN HOLE AT EACH WIDT MIN. SEPARATION TO GLASSEXISTING I STUD TO ACCEPT PEKE (SEE SCHEDULE ON SHET 11) $/16'0 LAG SCREW 1 ARV GLASS-1 I AT CENTER OF TUBE. 1 INSD MAX. I MIN MWAM E I XISTING I MN.gPARAIION SIV WALL HEADER INSTALLATION I ON� N GLASS M°Ass c� INSD 'I 11 FOR BLADE(DAND l ♦ I salmue w sto-fT I I FOR a�m&9® t�OR ® — n FOR BLADE F)PND 1 OR 1 ♦ FGMN IR ON s�T is FOR I1—SFE SHEET 4 FOR TYPICAL SHUTTER ASSNBLY MADES�� 2—MOUNONG SEOTIONS CAN BE COMBINED OR E IN ANY WAY To SUIT ANY INSTALLATION. OHV CEILING INSTALLATIONU. V CEILING INSTAL CATION M N sFPARATIDN _-01 OR I I TION MIN. SEPARATION TO GLASS 11 ADESOULILE-M TOGLASS SEE SCHEDULE ON SHEET 11) EXISTING 1 ON 3�16 FOR —( GLASS\ (SIF SCHEDULE ? ' EXISTING 1 I ION SHEET 11) ALTER GLASS---i I i 1 I ANCHOR I 8 9 I LOCATION 94— DECK EXISnNGFlNISH 1 4 #10x3/4" HD( GLASS11 /' + 7 3/ WASHER HEAD TEK Max2'x6' MIN. WOODSCREWS ® 12"o.c R REQUIRED (NO FINISH ALLOWED) /-EDGE 2' 1" OF 19 IDLE DECK DECK IF o IF APPLIU CABLE 1/4'0-20x3/4• S.S. APPLICABLE 1/4'0 TAPCON OR 1" PHIWPS TRUSS HEAD 2 TAPCON WITH ADVANCED M'n MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W 2' MIN. WREQ'D THRFJIDFORM TECHNOLOGY W/ 1/4'-20 NUTS " MIN. pE7JEIRATION aF THREADED / 1 1/2'MnRPLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM� W/ 1 1/2' Min. PENETRATION ® 12"O.C.. �:. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO (705TING WOOD HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEF SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE UM ATIONS OF USE FOR (X E NS �V HV WALL SILL INSTALLATION BLADE 1A ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non Hi0.,oilgh Veloci `\`=\P�•���A..T� � ©2015 EASTERN META •••'�,�cErusF•:��� BE 1 L E C O �N A■S.S.A. Accordion Sh �.v euME#1 W1 OR W10. WT �* ? American Shutter Systems ev. N Df3CIBPTiON oA •a'. AI�(1FnLLIT TESTING do ENGINEERING COMPANY Association. Inc. t OLD CRIPV0 4/1 �'p••. ••Q' 8335 N.W.36th.SL.Ste.V%VIRGBi11 GARDENS,FLORDA 3316 Phone: (305)871=1530 . Fax : (305)871-1531 4268 Westroads Drive z ����FS• '��`�� e-mail:6lteco®aol.com West Palm Beach, FL 33407 3 %s/01WL ENE .�`` WALTER A.T1LLIT Jr. P. 4 fpq %%%% �RE/ DATE FLORIDA u°• 8 44167 6 P.E. SEAL79I�' AV END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2 x4'MRL WOOD S1UOS REO'D. MR WOOD 2'x4•MIN. S7UD5 REO'D. wow SnI 1/4Y TAPCON (ASS APPUCABW - \ / W C OR 0 61 lr MIN.0 N ,,�r,,,',^,^DGN INTO US APP \ wood s f4OSF1 \ / '1uall W/ Nw. \\ % .` w 1/Y PENEIFLI.. 1 'COX x x 6=149 GLASS I' PLYWWD IFNO , I \ / FW6H ` \\ SND$FJUSf. 4 F30.5TE�CLASS �EKISLING GLASS 'I % \ EXISTIM a ` 1/2'Mw.COXWIL /m \ +moi• WL SEPARRION PLYWOO / \ •1D GIM(SEE _ '7'S:• x 1/2'FON.COX 70 GIM MEOL SEPAR9WN 1@ SpffDRLE ON SHEET PLYWOOD. '4 •r'h'n ++ SCH DU ON SHEET ;�+ lD cSBY(SEE 1/z•MIN.COx 1< 11 FOR 9AOE mAfm 1/16•x3' 11 FOR HAIx'.mAND n n',s.. SOFEDl1E OK SFEES PLYWOOD. P h- 'i •'r.{ 5E CN SHEET 19 FOR (so83-TB)CONL Fl t/2•MRL ODx ON SFMT is FOR 11 FCR HAKE 4MU i 11 F GLAOMm&® ALU..CLOaT PLYWCOA BLADES 4: WALL ON srtII 19 FOR a 1 N. PUTS.(LDCATE 1 2 RNIB{ RADIO(1) � I B1 AT EITHER SIDE N t>F 4Q) /10x,/Y S.M.S. _ _ (,� r CA r MVf. - - 91a O.C. /10x1/2•S.MS AIOMR+wA' A�NCLEre}`D'_r 916 O.C. _ _ (696}m ALLOT)AT MmRE1GM 5 4 J /2'SACS.lO 4 h (1)/toil (ALLRr DIPOONS ANI9lD 7o 4 WAIL AT 1.OAfLawlC Ai 1 OR®� SEE DETAIL x PG 1 OR®� OTHIN SIDE a) 1 OR SLOE CONN ECRON SEE OEWL X FOR 1 OR®� TO TRACKS SEE DETAIL X FOR ::3-©. SIDE CONNECRON -�-©. SIDE CONNECTION ®•©•O.O�'®- - C�-©•®- TO TRACKS ®- .Qo6Ov®.®- �'®-®•�©'®- TO TRACKS DETAIL ®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECjION DETAIL® O D(ISRNG rT REOUIRED ONLY FOR SPANS GRFATER THAN 12'-0' 2'x4•LIN.WOOD 1/4.1 TAPCON ANCHORS STUDS REO.O. W/1 tAP MAL 1/4Y TAPCON ANCMO /10x,/r'S.M.S. W/1 1/2'Mw. 916 d0. -- -ExrsnNG Gtass� PENETRATION a 12•oc PaErtunoK o 12 ac. � SEE UMRATIONS OF USE FOR CLASS(SEE TO MASS� t/z'MRL 11 WRSCHWLR9ACNDEmANO 4 BLADE to ON SHEET 19 sTamuEt>Nslt>T y 5 aAS ®sem ---- 1ON9MOF�Sm 1/2 11a - ---- ___ - w11 LT Wk I Ds-- _ OR®OR@OR - 4 _- -_ _-- @OR®OR(9OR� _ O R 1tJOR -- 4 •f 4. ,fie• � F> OR®OR�OR 'a �a®O'-•��V®��-'O®T-"�/V©�_".��L®7'-'®- WALL FROS/I S2'R9 140•5 MIN. � ®OR ®OR®OR® FINISH AAN VIEW Y ®•®-©•®-®•®- ®•®-®:fie.®- o•®-®•®-®•® o•®-®•®-®•® DETAIL X END CONNECTION DETAIL © SND CONNECTION DETAIL CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocit \0)1 A.1 Illll ©2015 EASTERN METAL '�'�' •CEN 1���' BERTH L E C O iNc. A.S.S,A. Accordion Sh KV. MADE#t w/OR W/O I{ TATE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.R DESCRIPTION DA jgTE�F 635 N.W.36th.SL.Sta 305.VWINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13 ,O�'• FORIp • .•�FORID • .•�� Phone :(305)871-1530.bl o Fax: (305)871-1531 West268 Palm Beach,sFLL 33407 3 � ZP � e-mail: hlteco®aol.com N. ...NG FLOORRM A.Ur-p 44167 5 P.E.�'3�AiA`>'URE/DATE 6 GENERAL MkTIQNS AND CON MONS OF U (5)W RUDE ACCQRDION S14 FM WOl A G ®�® sIL 1. MAX.ASA. DESIGN PRESSURE RATING: +110,— 110 P. 2. MAX. SHUTTER SPAN: 96' 3,ALLOWED MOUNTINGS:A. D.G& H ON SHEETS 6, 7; A MOUNTINGS M. O,T, U&W ON SHEETS 16& 17. z 4 OR 2 ARE 4 oa 15 (¢��O�NIRYA CE�NfEIN A �yEFHIG1(BOTH OR PPOSING LA OUT. N O w®oR N L7{=.(37 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS 16 oR 0 CENMTERf E. ♦ ♦ ♦ • TYP. FJ1. END S. (A) HV WINDOW BLADE 1 SHALL ONLY ALLOW A MAXIFAL' (370 HOLES) FOR®PER BLADE AT SPACINGS SHOWN ON MAX. 5 WINDOWS ♦ ♦ ♦ ♦ • o ♦ i ♦ ♦ a • (B)ANY.3CLEARANCEOFROO TOCP LO 8 BOTTOM EDGE OF HV V ALLOWED AT HV tniN WINDOW BLADE (C) FIRST OR BLADE COMING OUT FROM STARERS AT WINDOW BLADE y ♦ ♦ ♦ ♦ ♦ ♦ ♦ +s ♦ • ♦ (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A THROUGHOUT SHUTTERS WIDTH. ♦ ♦ ♦ ♦ ; > • s ♦ s ♦ ♦ ♦ (E) C MATES SHALL ALWAYS BE INSrALTD ADJACENT T o •,dx BLADE 1 AT ETHER SIDE OF THEM. SEE END r ill (F) POLYCARBONATE HV WINDOW SHNl BE INSTALLED S CONNECTION • • ♦ s ♦ � • • ♦ ♦ i , THE INTERIOR OF,THE OPENING BEING PROTECTED. HV WIND DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PI 10 & 18 TYP. d � INC 16 )1 16 a FULL HEIGHT. 3�R & SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INT 1g BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN zryp rypI &2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INT CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 1; SPAN AND DESIGN LOAD (SEE NOTES 1 &2 A3CVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E• ((SE ALAN FOR REQUIREMENTS) W ®�,ti _� WIND ZONE MINIMUM SEPARATION TO GLASS D H �"L/J) UNLIMITED WI 1 THRU 3 1• MIN.SEPARATION To CLASS Txlsnla Nc css ELEVATION SEE SCHEDULE ON SHEET'11 FOR EfADE m 4 6.W —— AND ON Tres sizr--FAR BLADES(D& 5 1 \ ITF. \ 4 TYP. SYM NL TS jC"'1@ENTERMATW/O (SEE NOTE 4 ABOVE 1 PIAN TYPICAL n_HV_ BLADE WORKING IN UNISON WITH HV WINDOW BLADE1(A SHUTTER* ���------�� N.T.S. FLORIDA BUILDING CODE Hon High Veloci %%puuHLu11111' `� 0 2015 EASTERN W]ET <<il BERTH �\CE • , A.S.S -A. Accordion Sh L E C O N C. KV BADE #1 W«R Wio American Shutter Systems Ev. N DE=IPTIDN DA • yf/l TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD t1-192 4/13 -S:-. STATF nF - W5S N.W.36th.SL,Ste.30.9,VIRGINIA GARDENS,FLORIDA 3316 Phone: (305)871-1530. Fox : (305)871-1531 4268 Westroads Drive 2 O� •F�OR'O� •���`�� a-mail:tilteeo®aol.aom West Palm Beach, FL 33407 3 ii, -011041A04 •••..•••'``G\``��� WALTER A.TILUr1 Jr. P.E. 4 PS� Q t�A 04/DATE FLORIDA IJa. y 44167 5 V 0.035"THIC INSTALLATIONS W/ HV BLADE & HV CENTERM TES /Min.'A92'A"-653FE 40 -0.083- Will. 0-60 GALA. INTO METAL STUD WALLS '4_33) tw ?'U&STUDS AT 4t Qp• I o 1/2' 475' Lj GENERAL IN ON AND CONDITIONS OF U-SE AL L[Mff R BERTHA HV BLADE ACC013010N SHUTTER S_YS_TEM INSTALLAMON 10 METAL S O.0 JUQ WAL1=5ASTM A-653 GRADE 4D Mn.G-6o SEPAR ® r D.C. 0 6"O.0 7 -A _S SCHED GALVANIZED FASTMED TO STUDS TION LQ_ GLASS W1(2) #6xl/r TEK SCREWS ON EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE AS APPLICABLE RIC, 2. MAX: SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1906 SEPARATION MIN. SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS EXISTING GLASS­4 TO GLASS Ll R (9 11-4 (SEE SCHEDULE) x 4. ONLY ENTERMATE 201 W/n24 W LOCK ARE ALLOWED 1 THRU 3 1. MUS1 'n N O� WITH 211 ARRANGED IN A SYVMETRICAL LAYOUT. 0 USE 0 (2)n35 (fr LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 -3/4x 6 1/4"x 0.035'THICK Min. EXISTING FINISH INCLUDED AT­EXTERIOR OR INTERIOR ACCESS SIDE OF DONT.CA12V SIM TRACK CHANNEL. AS APPLICABLE CENTERMATE. :p I IR ASTM A-653 GRADE 40 Min. G-60 I T* GALVANIZED FASTENW TO STUDS W Wl(2)111./ TEX SCREWS ON 43a o & Ri) INTERIOR EXTERIOR FACE \0 6 O.C. 0 6"O.C. C4 BLADE SLACK DETAIL HVF IS ALSO VALID FOR wLo 12 CENTERMATE n2l APPLICATION WITH BLADE(D PROU 1 1/2'x 0.0351 THICK 'Gal.k.ASTM A-653 GRADE 40 a 6" O.C. COW Min. 0-60 GAIJV. WALL HEADERAU INSTALLATION SCA METAL STUDS AT 16*D.C. Ifn-1: --ALLOON E)X(I NG FINISH AS APPLICABLE V(lyp. Top& BOTTOM) x ——————— OUT. GALV. CHANNEL EXISTING GLASS ASTM A-653 GRADE 40 Min. G-60 n 7 777� GALVANIZED FASTENED TO STUDS W/ (2) 060/7 Y* 4; *TEK SCREWS ON SYMM ETR:**Q_`X'L*­' SYMMETRYCAL S-: OK, INTERIOR&EXlrERiOR FACE M'N: 4J7 TO S 2' Tr CENTERMATES W :CENTERMATES Wl:"-: S ICrFSS SIDE F I` EXTERIOR ACCESS SIQE*.--.-- -6" OYN IN (6-Min.) IN A A VARIES M X" (SEE N :n.) N, y --- ————-—-—-— ------ + 2) 9 91 21 LOCATED AT a HV HEAD 3 (6"Min.) 24 SIDE CONNECT 12 .3 1/4' (Typ.)— \Z(;�) I 6 1/il (TYP.) 7' - 1 6 1/2" MAX. SLACK (Cont.) BV ORIDA BUILDI CODE(Non High Velocii Em J3 BLADE SLACK 091AIL ffE BVQ FL 01%likA. 'rQleftilliffoll" 0 2015 EASTERN MAI ', I!% BERTHA HLIECOumc. ASAw Accordion Shi mwwS KV. 11AIX#1 W1 OR WIO H. Pip - #7 c American Shutter Systems LV.NC DESCPJFNN DAY TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13, N.W.38th.SL.Ste.=VMNA CAROM FWRJOA 331 QTATp ni: 305)871-1530. Fax: (305)871-1531 4268 Westroads Drive 2 Phone e-rnoit:tiftecoadoLcorn West Palm Beach, FL 33407 3 EB-0006719 4 WALTER A.7T.UT Jr-P.E­ FLORIDA Uc. s44167 5 6