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HomeMy WebLinkAboutProduct Approval INGRAM RESIDENCE 4700 JUANITA AVENUE FORT PIERCE, FL 34946 OPENING WIDTH HEIGHT #1 62.75" 57" #2 82.25" 84" #3 43.25" 45" #4 82.25" 68" #5 82.25" 68" #6 82.25" 68" #7 82.25" 68" #8 82.25" 68" #9 124.5" 57" t--- ---, ,,,,, c:.2:7,:,-•:.A--ic.,-.',,•,-;. 1.-:••,,, ., • ,, ,, - . , ,, I .4te at*,,,, MOT DS* OSPROPMS0 COWACCURAR BM Home. :Log In .User Registration Hot Topics Submit Surcharge State S Facts Publications FBC Staff i, BCIS Site Map Links Search dThrida ,..,,.. '14.Product Approval ,, ,, USER:Public User •.'4,,P'.. o':‘47,.';,--,::'47. . Product Approval-Menu>product or Application Search>Appecaton List>Application Detail li'-c,ti:;?,,i l,i1-:` •-, -i FL# FL389-119 Application Type Revision Code Version 2017 Application Status Approved • Comments, Archived Fil i 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 Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , 0 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 12/31/2018 Validated By John Henry Kampmann Jr. E? Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC„INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF FL389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)•PDF- 'FL-389 R9 COI AMERICAN SHUTTER SYs i EMS DRAWING 17-108 • CERTIFICATE OF TNOEPENDENCE.PDF 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 Product Approval Method Method 1 Option D Date Submitted. 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha NV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ) Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No F1389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA ACCORDION SHUTTER SYSTEM,PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"0".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade vv/o window blade,5''-2"for 110 psf ASO load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o Window blade and 8'-11"for 62 psf,9`-11" Created by Independent Third Party:Yes 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.ASO 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 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 AMERICAN SHUTTER SYSTEM ASSOC., -Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16`-‘)"for 30 Created by Independent Third Party:Yes p.s.f negative ASO load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389'R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f,for metals stud mountings,and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison,See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures; 389.3 Bertha NV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm'protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 IT AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA NV ACCORDION SHUTTER Impact Resistant:Yes SYST:PDE Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16"-0"span at 30 p.s.f ASO load ' Created by Independent Third Party:Yes for Blade 1 and 18'-O"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC:.,DRAWING 17-106 PRODUCT EVALUATION REPORT.POF Created by Independent Third Party:Yes 1,177:1 Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1828 Tile Stale of Honda Is an WEED employer.Copyright 20074013 State of Florda.:i Privacy Statement Accessibility Statement::Wand Statement Under Florida law,email addresses are public records.If you do riot want your mmail address released in response to a public-records request,do net send electronic mail to this entity.Instead,contact the office by phone or by traditional mail If you have any questions,please contact 850.4137.1395."Pursued 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 auntnunication 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 hat; - Product Approval Accepts: • GENERAL, NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA • BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER.WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASLO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19&20. 1N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE-DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES CO& 8 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19 &20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33_X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tDI 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. SYSTEM COMPONENTS 21-37 SHEET 3 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 TYP1�SHUTTOR NTSEMBLY 31-34 ATL REPORTS: SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE® #0214.01-03, 80715.01-03,81004.01-05,#1214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-2D2 AND TAS-203 PROTOCOLS AND ASTM 5-1886 AREA 2: HV'BLADE(1)AND HV WINDOW BLADE C1g1 AND 5-1996 STANDARDS (MISSILE LEVEL 0,WIND ZONES I, 2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 9#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND#0725.01-8B AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&.NOTES ON LOCKS SHEET 5 2.HV BLADE®AND HINSTALLATION DETAILS G- V WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M CONCRETE/BLOCK SHEET 6 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#1492,75'AND#1491.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS FN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HY DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS MV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HVMARKING 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: END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED. CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR,SPECIFICATIONS:FN BLADE®:.12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 • NV BLADE®&9 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. • 9. IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE(1A1 ONLY ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATIONSHEET 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 IHV MD HD CENTERMATES MD ENGAGE OR LOCK ALL NV AND HO LOCKS. AREA 4: HV WINDOW BLADE6 1 ONLY 11. SHUUEH MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709..9.2 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 IZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED 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 SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS REM WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS:. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.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. F�tc'ti hhh_,{y',E FLORIDA BUILDING CODE(Non H gh Velocity Hurricane Zone; LFEL�'St „•,.`.J•�.. 02017 TIL7ECO,INC. CO 2017 EASTERN METAL SUPPLY. INC. 1. BERTHA HVTM z r /MEI= ` A.S,S,,A. Accordion Shutter System x H V. RADE#1 W/OR W/0 HV:NTT DOW BLADE 11 �ei6F) ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RW.Rs DESCRHpTION DATE DRAWN BY: LC. �.P ... a A, 6335 NAV.'Mtn.SL.Ste.305,VIRGINIA 5555015 FLORIDA 33165 Association, Inc.. I OLD 15-085 07/27/17 DATE: 07/27/17 Q Pho e:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 '\ ••-•COfti !� to o-moa:9Bec0000l,com DRAWING No �i5' `" -�`1���He Ea-0006718 West Palm Beach, FL 33407 3 1 SONA��' ,,1e WALTER A..:NWT.4r.P.E. 4 7�1 07 P.E. S`EAit2Sf6NAYURE/DATE FLORIDA LW./_4N 67 5 SHEET • 6 - I OF 20 • , vra FCR-WNDOW 6VDE I VARIES- ___ __ __ _ __- _. __ _ __ __. '7 \ 96.6. „_1,01.C. 1.4.1' o' v p1 ,n owe. of Max. N I p.4$4 ID o T1 __..._ $1 .09.4 .. H 1� Wit^ • e 4.71• ( a�4• 4.365' I l 1.657" ! -19� i'''t' � 444',/.'\ N .375' 1 ' �� 'r� W v. HV SOLID BLADE ®HV UNIVERSAL FLOATER ��. ®HV 907180' STARTER COVERED UNDER US PATENT k 5458179 QUALIFIED FOR USE W/ HV BLADE 7O L'J.HV DIRECT MOUNT FQUAUFTED W BLADE®R USE W/ 1A HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER .SEE LIMITATIONS OF USE OF BLADE e ON SHEET 19 BLADE 6063-T6 ALLOY AND. TEMPER 1.500' 6063-T6 ALLOY ANNDD TEMPER T124; I--of i ��;i .670" �� f 3.556• . MAI 1 'may 2.670' I .� � 1 PI , .670' 2.226'^--N hl. v � .994" � o o'��. 4.697' �lin. \� ,hr. ail e n{ I _.._\�\. 1 092- n1 0072" I I 0.072" O HV ADJ. ADAPTER W/LIP 4.4 6' 12s" 6' QUALIFIED FOR USE W/ HV ®HV WALK-AVER TRACK x•920 Td 7s' BLADE 1 ®I-IV ADJ. FLOOR TRACK QUALIFIED FOR USE V// NV �HV TRENCH TRACK ass 6063-T6 ALLOY AND TEMPER 3.7 p'. QUALIFIED FOR USE W/ HV BLADE 9 QUALIFIED FOR USE W/ HV . 5063-T6 ALLOY A D TEMPER BLADE op BLADE.®ONLY. 1' NV RAINGUARD 6063-76 ALLOY AND TEMPER 2 VARIES °.� 936. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ NV °i 1' t 9 s' of BLADE N Max. VARIES 1.936• 6063-T6 ALLOY AND TEMPER c 1.917' , a . C az. 'L o_ x083- ..1 083- m rOeJ' mo I � C93_ .09J'o .n I __ j, ,L� o `n° 2I .125 -21 ,4•\ 11 1r .060.. m .060' ` ���. :060'o ij 670 v, 0 �3� r---r1 .�93•. of 670 .1.686' .I *f Il - 3.529 e I 3.520" I - ." I 160' ��Y .I (1 HV CEILING HEADER HV HEADER/SILL C? Hb CEILING HEADER/SILL 3,ss9'� � QUALIFIED FOR USE IN/ HV BLADE�1 ONLY, QUALIFIED FOR USE W/ FIV BLADE 1°ONLY SEE SECTIONS FOR VAUDr7. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O (14� HD WALL. HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE.®ONLY. 6563-T6 ALLOY AND TEMPER COMPONENT A 8 TT 1 j T2 X V I l MN.X MN..Y MN.I y1d ' 2' 2' (0.125' 1" 1' 0.062' .c <j'�j 2• 5'MAX. 1/8" I 1/8• I II 1 _._..V i L 3' I 3' 10.090" i a 2• 5"MAXI 0.192.10.192' 31 SIDE ANGLES - I quALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 2.5" 7•MAX10.190"Lol9o" 201.CORNER POST BLADE® QUALIFIED FOR USE W/ HV Q QUALIFIED FOS:,USE W/ HV • BLADE 1 6063-T6 ALLOY AND TEMPER 6063-BT6 BLADE(I..) ONLY. TEMPER ,J I- 2' 0•MAX.'0.139" '0.131' 6063-T6 ALLOY ANDDTEMPER. �� o2D17 nLTEco,INC. FLORIDA BUILDING CODE(Non HEASTERNVelocity elocit SoHurri PPLY,Nene Zone) �,,F iENSE :V.5 i BERTHA HIVs, - / r N c• \ •A s S' A Accordion.Shutter System i 3 I L EGO' . . . . . •. H.V AH W/OR w/Q HY. WINDOW BLADE .R,0 ��!?��� . - TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 908.9. DESCRIPTION. 0470 DRAWN BY: LC. t.1173 S• TATE of 6355 N.W.36th.St,Ste.305.MRONA GARDENS,ELd6DA 3]166 Association, Inc. 1 OLD 15-085 07/27/17 SATE: 07/27/17- Q(.s•,,, �, Phone:(205)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �. .,%-.ORmD�; #`o a-a s tatecoOeolco n West Palm Beach, FL 33407 3 DRAWING No (� •......•••-`(,`` aE8-0006719 17-107 F .�S/p Yi�.,1111 WALTER A.TRIJT Jr.P.E. 4 1 /-1 O7 • P.E:'3Elx�.3C P7 E/DATE FLORIDA, /44167 5 SHEET 6 2 OF 20 .... . . 4.660' 74." 2.23I fr.-20v1 " 1/4,20 DE CAST 1...,„..421P' 245- O . , " 1-- 41`. ..3 . sai„r) ,: , THREADED- HOUSNG DARED IT4ROED TkREADED 0,a,,,,si. I t. old f1.4if (2 MR) 1of ow HOuSING ENALIEL, (Al "Il''. .2 L 4^..,, 1 } i id —BAKED PAINTED 4:3NB. * i!,,IA a,, I "r1-1 = to F.,7 ...Y.I ' L.inf=25' I k! :7 EGRESS TURN MOO .4, 11.. "a: r- - w... A 6- 7- \: f i ,..i. -------P' -*" .• . \ -i I § I 146\/ , __i , BRASS CYLINDER MOM BRASS CYLINDER •COdr. II 1,j KEYS(CHROME (CHROME PLATED) . am-1_ . n,1 21 HV CENTERMATE .c5,,.. PARIS , t- , tt HIM -I RATED) 9 HV FLOATING CENTERMATE` c,..r -.0). L.LA4.7..4 -": - .? • *.."-iiiii : HV LOCK 43 HV EGRESS LOCK QUALIFIED FOR-USE W,/ HV BLADE 0&(g ONLY 0,- ....,'" 3 923:;_j 826.l QUALIFIED FOR OE W/ HV QUALIFIED FOR USE WI HY 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLADE W&QA)ONLY ct, 6063-T6 ALLOY AND TEMPER f:r4 HV CORNER CENTERMATE BLADE 0& q.6-)ONLY. BLADE O.& e ONLY. 0 ALIFIED FOR USE W/ NV BLADE )ONLY 250"0.0, 2 874- i 6063-T6 ALLOY AND TEMPER .. 4 045" .SIB' PLASPC HEAD MT 5 . „..1,7re ,922'1 .32 ' MOLDED • ti, I 1 pir 1 753-p4.-., SCREW mot= qm........ .1 O,/ li; M 9 IR t'.: -Aar AFTER RIVETINC, OILI., fir41! i l'a, " BEFORE RIVETING • V, r, SUN 1/40-20 x 3/4 #-.. • 1i 'iz ".• ,, t Z - Ell azu,, • . i 1 III S,S, THUMBSCREW 1/4"0-20 RIVNUT* I • • I. ••°•- le, . mtAff I tSERIES 9444 ALUMINUM(2024-13 8401)(ARM 4141108 1<471 - 777" SHEET NuTSERT.PART il 01520,AS MANUFACTURED 60 AVOIl - ... .., CHERRY TEXTORR,PARSIPPENY,NEW JERSEY 07054 OR MAL PLAN ,• MORT ELEVATION 0 HV MALE "T" LOCK CENTERMATE 4.560" tt LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE WI NV BLADE )ONLY 0 HV FEMALE "T" LOCK CENTERMATE @ HV "T" LOCK CO HV ALTERNATIVE LOCK 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE IV/ HY QUALIFIED FOR USE W./ HV BLADE ONLY QUALIFIED FOR,USE W/ HV BLADE a\, ,ONLY W/HV BLADE '0 ONLY. . BLADE 0 ONLY. 6063-T6 ALLOY AND'TEPE/7" 6063-T6 ALLOY AND TEMPER r.--PI.-14.— 45' 3.161 1 r--- -------R ... 0. i 2 '0-4 2 1 - I 1i 1----[1_127-311111113. I• - I 1 011.1 \--Thiumatufot . ; I CYLINDER OR )ei .214' `..!! 9 .06- .062^ '21 III a.i'.... I rir- KEY CYLINDER HP '7( .214' -i ,,Z3111 1-, .j _ LAW-ill?, 1 ^1 ,1 . . toiW 12 i I—LH ". II le :,... * ',. -: . 1,11, go 'T.I Isi '0 0.875'Min. FII' t:3., [lo ..`,Ii 6'. (1-)1HD„ CENTERMATE W/ NO LOCKING ROD c..."1. HD CENTERMATE W/ LOCrG ROD 1 .125*Max. .i. w QUALIFIED FOR USE W/ HV BLADEU& CA) QUALIFIED FOR USE W/ HV BLADE(3)&& OS 1 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER # HD CENTERMATE'S INSKRT .i .804' )(ARIES, 12'MIN. QUALIFIED FOR USE WZ HV BLADE' 'W& 'Eh, '.4._?:' . .....1)1E11 Iji 6063-T6 ALLOY AND TEMPER 1/4'0-70 S.S.OR Etfro-ie i 1,14,.... METAL MUNE/SCREWS, *1/2" an ____4-7)1UMLITURN 1 0 (STE DETNIE) Do „,,„, CYUNDER oR KEY --- -„......- ,... . . I - 1*16 1.57 Min. IR • .... r---' . CYuNDER - — 1.78"/doz. li @ LOCKING ROD Z , •". v., 4 HD LOCK QUALIFIED FOR USE W/ I-IV BLADE© , 6063-T6 ALLOY AND TEMPER (g FIV 3/8"t.-16 ACETAL HV 1/4" 0-20 AISI 304 Rf REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 1 ,. fl)iNSTALLATION WILL REQUIRE A 7/16"HOLE THUMBSCREWS SERIES S.S, THUMBSCREWS QUALIFIED FOR USE WI HV PLAD,E 0& 0, D ILLED AT.TRACK§.FOR PROPER,EMBEDMENT QUALIFIED FORoadyL.HV BLADE 0 QUALIFIED FOR USE WI HV'BLADE® FLORIDA BUILDING GODE(Hon High Velocity Hurricane Zone', if'sktiA A. ri4"-, 0)017 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY, INC. I/*„...;.„........ /,P.'1/4 . — aril \ EN :.'!. /12.4t . BERTHA flif . ... , __. Ace r on S utter System d h. - 4 i • ".. E C INC. \ A•Qpiii.S.A. 11..V. BLADE°#1 Wil CR W/0 H.V.VANOOW MACE :` • qt. ' ' :7 1 7 . / III], b . *I e-1.4) American Shutter Systems DESCRIPTION DATE W • i*: TILLIT TESTING & ENGINEERING COMPANY RE11.No DRAN SY: LC. Association, Inc. t cc-15-055 07/27/17 DATE, 07/27/17 STATE oF .., ; Ms Km Jetri,st..$14.saS,KR0144 CAROMS,FLorica Soltt , , a' Poona:005)971-15E0.fox i(305)871-1531 4268 Westroads Drive "1" <N No e-,,,,o:tisecoo.w.corn West Palm Beach, FL 33407 3 .............. Ea-00067m . 17-107 , . . wALTER A.71WT Jr.E.E. '... 6y,„e ." P10505 Lit.'II.44167 —I— SHEET , 1 P.E.tE.A. WI DATE . 6 . 3 OF-20- _ . . . ---- _ SHUTTER ASSEMBLY SCHEDULE FOR 3/a„P�-, ��".'� HV 1Q HV A” 4t M" CE TO B. -P 0525' rti]7 HV BLADE 1 / EgcE .107'i-+-'s'"—''_--�+:�_t 1 _ 1 ty ��, 1 t V WINDOW BLADE 6025' g row*a .0625" 6625" -HV BLADE 1A ( III #" •• SI I a BLADE'S . t'e OPENIN: .0825 .1875` Y r4, HV LONG RECESSED NYLON BUSHING z xNucxLE� ® I p"571H ' (TYP) L150 SHORT RECESSED NYLON BUSHING `1 I` �.._t Q Oft (� N rf LATA E N " j n .I. iii ��� Q HV WHEEL CARRIAGE AtSI 302-303 SERIES I � " =.4Fy" 40 7 �'^~ `J X \\,/,..1/,'''./02.8750- l� X 0.870"x3/16" THICK NYLON WHEEL. @ ..... €- fT NI 2 7/e"MIN. �FvwnJNoov+ l\ W.31.5.0 CtE14E 03.0.a .�r 0.188"0 AISI 302 SERIES S.S. RIVETS •31''07 SEPARATION Dazs' ' BEnvEe -w'� '3-7sao' e l ! I< ETWMTRADE -0625' 1 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR .. L_ =. 7f� o OPENINGS ON CE3NT/E4R5+IrnniLl':Y HV 2 3/4" ACCORDION PIN W/ #8 HEAD * It 'fS1("" ; .2'E1/4" F"' N POLYCARBONATE IMPACT RESISTANT NV WINDOW i 1 _ 1 sEi SEN TYPICAL HV WINDOW BLADE g AND POLYCARBONATE HV WINDOW DETAIL , I" i 63OR 0 l-® or ®3 ' 139 '' N.T.S. �-_�� T SEE NATE 1S) I REQUIREMENTS) ! i I OOR i{Gt i *POLYCnR89NATE IMPACT RESISTANT HV WINDOW [ II BAYER MAKROLON-3103 POLYCARBONATE 12"MIN.CL CC RESINS, UV-STABILIZED GRADE OR SABIC * nn��pDI_1 x I TO BLADE BOTT.M INNOVATIVE PLASTIC LEXAN 103 RESIN' V PIN �EOUIREMENT$ AT EXTERIOR BLADE KNUCKLE FOR �� ( M , 1 OR I (SEE NOTE "F" ON SHEET 1e). HV(1 J NV u9' < r 1 I �i i _ s (1) NV PIN t SHALL ALWAYS BE USED AT ALL EXTERIOR 3 .N,, i I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV D OR ill` CO -- 111 EXTERIOR POLYCARBONATE SOURCES FOR i HV( BLADE. TYPICAL SHUTTER ASSEMBLY 'PP"`"°LE 'ET rovm,.PRDPER155 STANDARDvac 199929.991W199929.991WN.T,S. t: NV PIN @ OR t.,y AT R,,,,,t E w ma/ =cc Kam (2) HV PIN 0MAY BE USED IN LIEU OF AND ONLY AT EXT RIOT Un..u°"s,m wo.l�ua � BLADE'S'KNUCKLE.- E30S'CN: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ •HV t/ 923.324' li {SEE NOTE s FOR 50EL'N10 5RUAx 45104 0752 0,043 OA' 0.043 14/kW BLADE WHEN. CORRESPONDING TO INSTALLATION "I1 SHEET 7. 41. 0048 1r'At REQUIREMENTS) 1 H`Q1A"r 48 'i." / 27717446 0770 5107040 - ASM 1433 9.400 4.9.7 0,500 04,6 � �/ i1 I RF%U9AL 5110xiM Al'CM A51M 0790 123W 4.41. 13,4W PaA (3) NV PIN OR �� W/ 1/2" O.D. 1/16" THICK S.S. WASHER „`� FLEXURAL AoaAus LT AT4 0790 340,000 P.:A 3«5.000 Pte. SHALL BE�USED FOR. DIRECT MOUNT INSTALLATION PER DETAIL X. "+L�" I SHEET 000+5150 200 AS111 0230 10 n-mna 17 1T-3/104 { i i "1297 AURNR+D CtW2WFaR:TKK WHEEL CARRIAGE DETAIL SONE DEI MY SI4 028043 07.2 4 042 R MAX His. ASSEMBLY LAYOUT RATE OF WAIN 0 Asn o 14 53 7040� seI CLASS ITAIDDM A570 C155 TE1456E 51915.44114 MIER WEA55311245 ASTM 0300302 7006 0.540..9.(i 'HV BLADE SOLID..& CA. HV WINDOW BLADE DETAILS 704517.EcI746500660RE454103740 A510633 • 15461 441. 6090 P". N.T.S. prtrunw.. .0%. A.TNS` FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone? 9' �`I w�_ CW"2017 EASTERN METAL SUPPLY. INC. ,, i ,\- epin ,' {/� 02017 TILTECO,INC. V6:IfVIt. BERTHA HVTM A.SI.S.A.. "",t / f 1 L E C O I N . ` • Accordion Shutter System *..; Ltw Br ADE#1 w/'OR W/O t v.vdtvoarl 8100E ...-g2: 0 - American Shutter Systems REV, No DESCRIPTION DATE DRAWN:1': LE.4. r S TICCIT TESTING & ENGINEERING COMPANY P /""*"9� 4itt4. , Association, Inc. E OLD 15-085 07/27/17 DATE: 07/27/17 I �`-O rj '-.44:-.."4--- cus5 N.W.J:( 5)71 1353, .P00 CMD5)8 1-1553 33760 4268 Westroads Drive 2 PDona:(305)871-1530.fox:(305)871-1531 DRAWING N4 d'51;'''I^"'f CO 41( 9 0 mt 00aya.0aa West Palm Beoch, FL 33407 S 17-107 Q"',,� WALTER A.TRuT,Jr.P.E. IGNA. 160506 Uc.>P 44167 P.E. SEAL/SIGNATUREjQATE 5 - SHEET OF 20 r•i " 0.9. 5 @.i...1-3.,. (> C> C> C> _ .3' --(t•C44:1EF (:3, c>, 0> 0 0 wil..... .NOTES ON HV LOCKS AND CENTERMATES: 1.M55i05122RLOCNOMLLI:ONE HV LOCK -._.":4 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN f .)7I I 00'9'@'"0 ; . OR 12'ABOVE OR BELOW D1/2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INsTAUAT1ONS AT ANY ELEVATION. HV LOCK' .or "MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO •I2J)OR g mirrin CENTERMATES w/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD $S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON , 1— ! _--! TYPICAL SHUTTER ELEVATION. \ I. I I I , MD N 1. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV @.q"...., I fOCKS JAL,06 OR OJ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 8} •yr OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS sruktt BE AS INDICATED ON rrPIcAt.SHUTTER ELEVATION. ily• .. \ / yr MB-iivA Ilk-7 vi--__ #32. Ilr USED W/TW''.011'14:11..LOG‘KS;I:O.CKINGkIADS.!.1_AR1E4NO.'Ts'Rl'ElO"UIRED A.1";_HUR"RIIIC4AN' E"'P'O'S-1TI.I04N, BUT MAY I .1c --- I CATO — oogog.gpR 63. 1._- ‘....4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO-MANCE. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), LOCKING RODS 0 OR AN ALTERNATIVE DEVICE 3.1--- i 4Q. ill . 4, MANDLBECLCI2NDM12:ONE EN LOCK(8.9K El SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. NV LOCK(24 or )SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 . , 4r 1 /-__e• _v. 11,1 ATTACHED TD 0 CORNER CENTERMATE W/(2) 1/00-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1/21/2SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION,NV LOCK 123 or 7 or,Y MAY BE USED AS AN INSIDE OR 6.6 HOC-NYC ANLOCBFKEORDINy:SINPKANED uREDPIE2IRN.AeuSCEOHuvEEDOUFOLER:BELSLHOOOCWWKN00Nt orSFH2JESETHFUTTOIR2E.RANy SPAN AND .J,.1i I I IT 5, • ALIMATh TO MANDATORY EDITION 11 VAUD ONIY FOR HV LOCK t W/SYMMETRICAL CENIERMATES rZY UPrrE:DI,M/AUTM•0SNHEUTTEO.A2F IRSIERISITEERSIsp I . 5Pnl!i INSTA DONS AT ANY ELEVATION. AL NATE LOCK CO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT I -0 li OF 1/4%1-20,3/4- S.S. THUMBSCREW TO 0 OR Q CENTERMATES SHALL BE MADE W/ 1/40-2003/4"ALUM. :I.,...:—.(< RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED Al 1/2 OF SHUTTER SPAN OR TWO / 1 Nyoyu_ 216qc:Sg! "—TV-MD 1 i SEF:..igrig. ....1 LOCKS AT 1/3 OF SHUTTER SPAN. I I 'f''' - [ ' I 0 6.MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK G or 0 or 0 SHALL BE r OUTSIDE LOCK,ATTACHED TO @,/or @ SYMMETRICAL CENTERMATES W (2) 1/4-20 x 1/2-LONG FLAT HEAD S.S. (t). _171 , ......- .. , _ t - ' -,.. M.S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS 0 W/g , 1 I i g OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON 11> 0.. elo. C)) 0> 0, Cr, 0> \...._.6-0,' C> a, 0) 0> 0> \ I SHEETS 10 Se I I 18 TOP, FULL 0, *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. ..9' \ , I OF CORNER 1. . ..Y.. . In••I I. .•..:..1•:1 11*..1.11.t . 1 .1 a.: .. ..., ,.. _,> 3.112:..1* --- WilnuTED 1,7011. CENTERMATE *ONE ALTERNATE NV "T"LOCK a?MAY BE INSTALLED IN LIEU OF HV LOCKS la OR f FOR ANY SPAN AND (t„,gc.®.®,..c)0.0) .{-iro, \\ I- ALLATION AT ANY ELEVATION. ALT RNATE LOCK 0_4AY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER U, AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0'(11)c'©.©coe+a ea CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 It 1 I/2"LONG S.S.THREADED BOLT YI/7/80 x 3/32' WINGNUT OR W/ 1/40-20x1"S.S.M.S. INTO A 1/40o 5/B'RP/NUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" C)•(.D •(1:2,o6C),•(2)•I )a> MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS g TOP AND BOTOM IS MANDATORY. @•Corr0"1„,-6!.Coo(Di r-@o., . (§)..18)celfp•C3)orrC).(1,3...orrg•61, *i.• _. S .* L' , . c :._ _ _•,i.: 1. .. ...,, efr.u.51N-3.,,,.10,..,..-rnirm • ES: . .. ONE ALTERNATE HD LOCK(2) MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION Hy LOCKS •OR,2_ FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE ND LOCK II MAY BE USED AS AN INSIDE OR 011T510E,LOCK.ATTACHMENT OF HD LOCK 6 TO 0 IS W/3 ga.3/0'F.H.S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 031 AS SHOWN ON SECTIONS HOB-HIA, AND HOC-PVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL. .,,xiiirrirf.,,,,, FLORIDA BUILDING-CODE(Non High Velocity Hurricane Zone)n ytt .. I\," .11 k r44-- ,,, .,i..-.............. /7.1% 02017 TILTECO.INC. 102017 EASTERN METAL SUPPLY, INC. 1'. BERTHA HVTM \ , . .. Accordion Shutter System ' ' -;.--7.--- ',- .?: IILIECOINc. * : A.S•S EAU kv. MADE fit.w/OR W/0 RV. IMICOWEbsDE . • . . / /.) ; *; American Shutter Systems REV.No DESCRIFRON UTE DRAWN BY: LG. _ .1. • TE r ....- • TILLIT TESTING & ENGINEERING COMPANY r •n.. . Association, inc. 1 OLD 15-085 O7/27/I7 DATE: 07/27/17 ..,•.,,,-.3.4:e Cr=N.W.MIX SL„Ste_WS,NRC.W...•CAADERS.FLOW.3316c % es., x ORIDP`../A. N‘ Phone:(305)071-1330.Fox:(305)071-1331 4268 Westroads Drive 2 DRAWING No ' ...... 0•,-, •........•.• „..w.0 e-rnxih Llteeo0ooccorn 18C00610 West Palm Beach, FL 33407 s ' WALTER A.nLuT Jr.R.E. 4 17-107 ,,... P.0800 Lk.#44167 . s SHEET P.E. SEAL751WATURE/DATE 6 5 OF 20 — . • CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED (SEE SCHEDULE ON CONCRETE CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS �1/4'm-20x3/4'S.S. REQUIRED REQUIRED __ 1— MACHINE SCREWS I ( -CONCRETE ANCHORS l .. ©( 0R © I.' / (SEE SCHEDULE ON W/ 1/4'-20 1 1 8 A EYSfpNE(SEE MOUNTING ON SHEET 7) (SEE SCHEDULE ON SHEET 13) i SHEET 13) NUTS® 72"O.C. 12 OR(4) i / Min. x,_..1/4"P-2043/4"S.S. 1 r 1" ItMin. J. ' -.1./E \-. rEOy-•EO- MACHINE SCREWS _ I aI //� ya -d-' 1 1/Z. L - I I USING 1/4-20 N1115 I 1 2 EO I EO ,1/2. IrU, Lp= ]LWT `t+f 1 I ® 12'O.C. I. / % .�� E.i. I /ill illi .250'Mox. I I: f �'� (•I . O f I _ �ra� r`f r7. I .... , � 13 CR 15 _ r r r kT 1!l �1 t3 pR 15 _.250' HO E.'D .250' HI E I ` \` y•i i f.250'Max. i Max. I r 1ED.� 1!p!� E D UV H Ir I / r OPTIONAL i I i-I ;; r- HN �HI 11 I 1 r� OPTIONAL. W p.WROSS� ( i ;- �� 1 ECIEELAE a4 SEED iI L. t� NAfL 1�OR 1/j. I E%75RNG MIN.SEPARATION TO GLASS Il` (� O EXISTING 6N>6®:kr I O Gds (SEE SCHEDULE OH SHEET 11)-- GLASS--1 MIN.SEPARATION TO GLASS 4 Ir(SEE SCHEDULE ON SHEET 11) 1 EXISTING l cuss I ....e._1 ©HV WALL HEADER INSTALLATION (A- HV WALL HEADER INSTALLATIOR "4 ....e._1 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ,- — 1 MIN.SEPARATION TO GLASS — ;r iil . 0 GLASS--r ' �im u� SHEETEN OAR 11 31.SEPARMICH • ` MIN.SEPARATION TO GLASS 0 F.XISTINC (SEE SCHEDULE ON SHEET 11) n fix/DOnE S ,5 (SEE SCHEDULE ON SHEET 11) GLASS al OCT19 FOR / was(Dh9 (i EXISTING .ED I !{iT f OPTIONAL GLASS-0 — r '. [ul�{�Nj� I ^/ - I �- i. ., _OPTIONAL 1/4'Max. 1/E.O Lr= Mox. T Ea l a11 L _ 13'pR 15 1 OR 1 r rr r LMin,, I ..1 1 \-00R€4.) + r-7-------E.:—.'~ t ,v,,,_,°, ;4-o-20x3/4•s.5. I Si 3 ' r EO—^ 0.LIPS TRUSS HEAD I • w I I MACHINE SCREWS USING '• CONCRETE.ANCHORS 1/4'0-20x3 4'S.S.PHIWAS '--,--1---/ CONCRETE ANCHORS '/ ©ORC)a I TE TRU55 HEAQ MACHINE SCREIVS (, , I i/4'-20 NUTS 0 12"O.C.: (SEE SCHEDULE..ON W/ i/4"-20 NUTS: 12'O.C. (SEE SCHEDULE ON SHEET 13) /` Min. POURED CONCRETE— SHEET 13) POURED CONCRETE /r, OR CONCRETE BLOCK / ' {r I OR CONCRETE BLOCK OR CONL CRETE CONCRETE ANCHORS REQUIRED WAHV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OF HV WALL, SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION "DTE FG$_COMB."ATI°"Of SECTIONS: .. INSTALLATION DETAILS W/ 1-,SEE EIcSHEET 4 FOR TYPICAL SHUTTER. t E.D. EDGE DISTANCE • SEE:LIMITATIONS OF USES FORAS " Lj 2-MOUNTING SECTIONS CAN BE COMBINED (SEE'SPECIFICATIONS ON-SHEET 13) BLADE 1®ON SHEET 19 (I,) :I-IV B LA D E IN ANY' WAY TO SUIT ANY-INSTALLATION, „ill 1//asir �OP 1 QA A•k(7 'FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) `,111eV^�, •�\O E�(sr•,••%` 02D17 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. • 4_ "4. - BERTHA HVTM 4 ' * 4— IL E C O INC. ` ; A S S A Accordion Shutter System ,� �jL ■ ■ ■ ■ H.V.BLADE#1 w/OR W/O.H.V.IMNDOW�anE • `p• Q•• 7—.., "(Q,5': TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV. DESCRIPTION DATE DRAWN Dr. L.C. — rC'•• ZORIDN '74 11 6355 I1.W.Dan.51..S .305.MRf NN GARDENS,FLOROA 33556 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 N.4* \\l'' j. Phone:(305)871-1530,Fax:(335)871-1531 4268 Westroads Drive p `s/aNAl ti� j1'' 5-061:EB 00067at*ls.m West Palm Beach, FL 33407 .- , DRAWING No rrrarrN•• WALTER A.DLII Jr.P.E. 1 17-1 07 P.E. SEAL/SIGNATURE/DATE. FLORIDA uc..)44167 5 SHEET - 6 6 OF 20 - - -- --- ___ CONCRETE ANCHORS mo.sommom ! r : km WOUNDS 1 t ' gib POURED 0 OR 3)t . 0 CONCRETE (SEE SCHEDULE ON SHEET 13) To cuss(sot ' , - oasniic I m. TO GOSS 1. ' 1 t P." soour CH 941T r; 'A 'Ira SCHECFAE• t 4' REQUIRED ",11 RP MALE ex 11111 1, g GLASS^-1 • 1r SHEET IT) 1 1 i 1 t ,-',„ ./;...'...'.2.;...-7-• /,,",. FeA,E3 7 CH%CET 19 PER .1 too sENTRATION I, 10 cLASS M •/I .i r•0.41.'..,- • APPUCABLE EXISTING U'AMS(S&e .14 r-tort 5.127,41. ,Ij, tr. ,,,-, .."': ,i'' J -..-• ,...., ... , 0-TERNATE It 1 - EXISTING/ 1 ANCHOR /® GLASS- , LOCATION FsI MI T-- -{ ii, ,,,,-1100/4-HEX WASHER HEAD 41111Y1111W 11 / - ilift°Re T....., 1 .... ,...1 _ L ' .. 111. RH . 0- 7 L._. 3/ Lot i C C E ANCHORS . _____ (SEE SCHEDULE ON SHEET 13) .' ,1 .',...1 E. r , • ,. , ,. .4,,.1 ,,,, ,.. . .. , APPLIC.ABLE EXISTING ,,i ili L,. :"`/ /..4 ,. „• ?.• • „.-,. GLASS-- SLAS IF / '' ;,;_,. ,,///' I I.../1/2" , 1",,.. .,/,,./„."„••„" EDGE OF /,,,,/. , ,, ;,./„....// ,,,, APPUCABLE I.1, Am.Osoomna. . POURED 4 I FLAT HEAD CONCRETE ANCHORS to EARS(SEE '4, 1 E.0.1. CONCRETE.CONCRETE (SEE SCHEDULE ON SHEET 14) -14'4 FOR 131A%OHO ' 1 1 OR L.-,. POJR ....,....- -i- SEQUINS!) FLAT HEAD CONCRETE co REQUIRED , 04 SHEET 19 FOR ; q,..61 CONCRETE wusse,,,0 . , REOUIRED C.D.. . E.13.. (SEE SCHEDULE ON SHEET 14) ( ) TRENCH INSTALLATION VALID ONLY FOR UP TO -1-70, -75 PSE A.S.D. 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER L HV FLOOR INSTALLATION I SCHEDULE 93. SHEET 11 0) HV CEILING INSTALLATION Ex.mt,.....1-- LIN.SEPARATION CONCRETE ANCHORS 9-IAS , To omos 1 i wo.so......nom • 0 ____,k...-. , (SEE SCHEDULE.0147 , IDES STIR 1/418 mv Malec'UPON W/ at snot to SHEET IS) 0 / ALHANCED THREADFORN oN SNEL7 II) • 111 1 tl EXISTING TECHITCSIOGY CR yee PERM .7 Ill..1- I/4' Exisnnc----i GLASS-, • / I I RSTENERS DRIER*ANCHORS W/ EXISTING ' ' CD II .. cuss'-' R !,:.; GLAss ,W1N.SEPARATOR TO GOSS :01't tr.KWAX Cu StE0 0)1-1 „ _.) sot.sovt0000 to mos . t 3,4-IAN.0,00161ff 0 S' I ME 1041%.04/S7 0) ,1 , OZ.FOR 01,TO 6'-fr SPAN NO (1) 1 Ft' i il , "L 4'D.C.MR SPANS LARGER TION (71 *-17`UP TO 51-0'TFAX.APPLY-7 III UR ripzill Ilii , . I /, Ii LI 1/4* , 'MAX. , 0,4, Am . .11 #10o3/4. HEX r,..„0,..,.., ' ' .\I"SEZtair AT EVERY FASTENER HEM (ITTL)(`4%103TC T CH/ , 1/2" 11., SHEET II FPI LIMTATIous .. 3$ S 1 . . rMAX. ''. '.. m.i.N.111.• ..'.. a• , , c) OR 0 , WASHER HEAD /1 / / ., ,I : lir.COW.SEUANT ' ...T.L______E=lit 1-1/1, II ." ; WT. -1”- 4/7 r1.1.1j1j a -:I. t 1 '1 0 1r 0.C. VI S. ,, #14o3/4- HEX HEAD__/ g ..1.1 i I I3/8./ ../ n: pi! , — ID(SCREWS 0 9"0.C. OR T/4-o-20 SS.m.S. CONCRETE ANcHORS 1,, t,/ , ,:•,__&,...,--:,,t, I-17,1 #14x,„3/4"S.D.& ii-• „,......., ,,,, /- ••••„, MI 1/4" . '' .1'ill: • ., W/NUT 0 9'0.C. (SEE SCHEDULE ON ;1", ,,,,,if hi .........._. 9 O.C. ,.1 Amin adiCialli ..,,Um __I - ESSIlwALL NG NON STRUCTURAL ) L ipc SHEET 14) " 1/2" ....--r / --i i 1/ 1 .../ ; , ---4. v t ' ' . 2.00*MIN. TRIM DTECORATNE , ME OF c V/V/,. ././, mt.) / //T,'Ii / '/ / '''' A'I/ / /// I. SLAB IF I . 111\ \ #144' II I./ i \ 0 9 0.C. c ,,.. I _POMO CONCRETE ..i...4/ .' 1 7/5"/ 71 7/5-4, ,.. / / , ,,,. APPUCABLE '-CONCRETE- ANCHORS \--SEE NOTE 13(o) 1-,:::, s REQUIRED / I-T.,/, /E.,0./ ,,. ,i ,r. POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) ON SHEET I POURED.CONCRETE -SEE Now 13(6) ON SHEET 1 ' 1:_:::. • •• • . , , REQUIRED OR CONCRETE BLOCK REQUIRED ©4 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 05) WV WALL FLOOR INSTALLATION ® DESIGN010(1541 A.50. PRESSURE 464.-72 • CONCRETE 10. NV WALL WALK—OVER INSTALLATION, R ).axtuul./SHUTTER SPOT 11E-011 REQUIRED ®HV RAINGUARD INSTALLATION t tata . t THIS INSTALLATION SHALL BE HoDasmalleQN OF SECTIONE: 4 E.D.-EDGE DISTANCEREMOVABLE WHEN PERFoRMED ADJAc.„ENT To AN opERABLE Exa IV SEE 1.11.18TIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET(3) OR ENTRANCE' BLADE ON SHEET 19 INSTALLATION DETAILS W/ T HV BLADE . ASSEMBLY 2-MOUNTING SECTIONS CAN-BE COMBINED . 10 +111 Illo., ..., IN ANYWAY TO SUIT ANY INSTALLATION. A- Tke--:- FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) 02017 TILTECO,INC. T . ‘0,41, ......-...... /i..--,... (g)2017 EASTERN METAL SUPPLY. INC. .., ../.N.N.0 EtiSi.:.., <1) . e .. / rit ,1*'; BERTHA Him : - • -,.. $• S A Accordion Shutter System iLiECO . ' '"'"--.... -..-',ANNESIThia 3 RV. BLADE#1'w/CR w/o RV:WNCON BLADE American Shutter Systems NEV.No DESCRIPTION DATE' PRAWN iwp i..c. ‘, , TILLIT TESTING & ENGINEERING COMPANY 0 '. .• cr I, Association, Inc. t OLD 15-085 07/27/17 DATE: 07/27/17 Xs ' '.Ofnoth ..."(L4.,N.... 4355 ram.3.3o.St,St.SOS,NROW.14 GARMWS.OMNI amcG -' .1. . Phone I(305)07,1-1530.Fox o(305)571-i 531 4268 Westroads Drive 2 .....,J,s., ....•........00, e-mall:tilteco0col.corn West Palm Beach, FL 33407 1 DRAWING No ---JOPIAL'El' ."1EET-0006714 1 7-1 07 WALTER A.TiLLIT Jr.PE. RE. SEAL/SIGNATURE/DA1E 11.0910A Lk.if 44167 5 ' SHEET 20 7 0F • SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 14 INSTALLATIONS *sst NOTES ON LOCKING RODS 3®,HV LOCKS*or . OUT , -1- 17-EXISTING GLASS INS F.ALLATIONS W/ 1 HV **AND ALTERNATE!N LOCK®ON SHEET S. OUT 90- 14i, INBLADE CENTERMATES BADE SLACK DETAIL HVF IS MO FOR ALL R , BLADE W/ HV CENTERMATES APPLICATION wITH BLADE°L l e-0-0.0-0-0-0- # OR a -EXISTING GLASS DETAILS ON SHEETSSEE END WALL 10 I �i•t5 Q d`(�' L a*O a-0 o3. - -- ---- - ---_ -- 5 2•><2•x1/5'.o'-z x� ®.l.��-0'�l':J°n 19. 3 ,/q7 • • 6 I/2 7 j ._. (5063—T5 ALLOT)ALUM. APPOSING f SYMMETRYCAL ANGLE w/(2) 1/4 0 TAPCON 1/2• 1)R 07® , NCNORs TO CONCRETE - CEN E" ATES CENTERMATES MIN,SEPARATION (TOP/BOTTOM)& #10x3/4'S.14S:® 12` W H . k . .r I ro cigss (4)#10.1/2•S.M,S.TO TUBEI I 1 O.C.FULL LENGHT. W` HV LACK' 24aEDuleAACHNGLE(TYP) 1 I �±,/���.* * IN f ,7`Gj* 0. ON SHEET 11) f I \l r�j�\ +fir 1J.}'--' —IPSIMIlk, MAIM 11111 allaM11111111111\ MkA'tl_._-_"__...._�_...- b^�.. TM/ /�Yr' ,L-\ GJ. 1 fly 1/2• / "Pr )�` 2' ' _ Y o >� — HVB � oUT * « g* HVc �. ©ce�rx©`0�Q°K 10*�3°R ©-0 ©q"3`� HVA -C ® O 6 [-EXISTING GLASS CONCRETE BLOCK tYAlt, 1 D' 1 3 J 1 J r a 6 7 $ °A 0 3 a4 POURED CONCRETE OR 0'0 r 1 m0.0.J 6.I 10.Oa'uQ.8a 0.l w _ !.-.-__-- REOU ED - EXISTING\"Q.�}g°R0. g«.®S .0° SYMMETRICAL-------- IN _0. '�J°A�"Q'®°"- c 0 ,' � 'I MIN.SEPARATION f GLASS Coo ®_0�T9 Q__t l6LA'sn3le O.'' CENTERMATES Q. �T y{ ,0oR®• co To cuss 5 * (SEE SCHEDULE qa +� `U V. LOC OPTIONAL g . g., 9•0.0..C) ON SHEET 11) i * INTERIOR) •Q MIN. SEPARATION � w 0Iti L�4 o0,-_,„@, I _ TO GLASS IN ��G////oFiIaNA1 ►$J _ (SEE SCHEDULE (INTERIOR) b,. -"'-"' -"" KO ON SHEET 11 ,._-... V U 1 '6�� /'4�t'7 �.� LC 1 jr\II*11: , CONCREtEfok `ANCHORSL_ - t * !6'O.C. �1 ' Q / .,,,111 -I IV', Imo % 90` ./ _.- .... * cA T~f C..'7' CJ -- V..0 O U 1 6'1/2 VAX.SLACK V L�I `^ti7„N. (EXTERIOR) HVE HVF** HVD �., ,,,,,<,,,;,,� \i)�....A FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) \\\\Q~,.�,V 47p j�✓ _ 02017 nLTECO,LNG, 02017 EASTERN METAL SUPPLY, INC. \ ZEN rti s� � IBERTHAHVTM A S A Accordion Shutters stem 4 4 'IL IE G Q INC. A ■ ■ ■ H.V. BLADE#1 W/OR W/0-RV.WINDOW MACE - ,�,./ .°* American Shutter Systems j3." +ritle0jF 1, TICCIT TESTING & ENGINEERING COMPANY c UV.No D[sDATE DATE 8Y: LC: ' v _ Association, Inc. 1 ow 15-085 m/z7/tt DATE 07/27/17 ~��'�' ORO ��\,\\ /01005&(305)871-1530.Fox CAROM 8i1 531�f64 4268 Westroods Drive 2 - DRAWING No r ' .0 •• ��'\�I+'' E8`T04060/gLegm West Palm Beach, FL 33407 j 17_107 i' r„'/felgi..f WALTER A,TILLIE Jr.P.E. FLORIDA Uc./44157 s SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOC, i®D, HV MALE/FEMALE "T" LOCKS CENTERMATES 8 , & LOCKERS 20 W/ ® HV BLADE * SEE END CONNECTIO \\N DETAILS ON SHEETS 10& 1$ INSTALLATION (1) HV BLADE OUT rqM IN r•� «SNC suss AIME OSIACK DETM.MC INDICATED ON SKEET B. W/ HD CENTERMATES 0 , AS WELL AS UNIVERSAL FLDURIG BLADE®OETNL 600-1640. 0.43.0.0.0.0.0.. NOCATED ON TIES 06002.600 et USED wax THIS ALTERNATE SEE END.WALL CONNECTION. 10'�e"�•��Q'©a M5TAIUliON MAR WC SHOWN IN 11{15 SHEEP. )DETAILS ON SHEETS 10& Te ©•o•©no•o•©' �� o i ('©A©+43rr0'3 AZLOD O0.c Wi((ai$r// w2C I• S/B' i (mom.) c1)* (00000L( A4p16RS TD OTTON▪):FG _-__- .:. __ --- , (4)11031/2•s�u�roaiur>E t�a�/,^s.v.s.o K2" _,IN -_- E -.____. IN �I A7 CAUL ANGLE(1�) o.C.FULL LDLCIO. * (1)M.V. (4)M.Y. ® , I.PJAPADM 1 /� „ �• PINS OW.) PDS(TTP.} m.,, otr scam(" 5 IV el LOCK (INSIDE) --O ��` �` ' aiwi> -'�r -`. mir M YAM�M II�� .. `Y. Vi• /® ki Q 4 2liplir". l fl� /, w, ' Ailaimillow 111i gi. tr misr iii iwomo ç4o 31 oR 32 �jL 6OR 37 31 oR ®oRe 43 �, auT •fl is `' 1/4" 0-20 x 1 1/2" S.S.M.S. 3) e* on....) *SEE NOTE 6 FOR MV LOCK®. >•,M+ W/ 7/8”0 x 3/32" WINGNUT. (OPTION L)HDB—HVB. OUT HDC—ERVC er LOCK,ON SHEET 5. * SYMMETRICAL HA CENTERMATES Q HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES RWJ-. IIR • W/ 03* IQGK (INTERIOR) VG* f ST0100 044 AlOU* /�'� (2024-03 ALLOY)URGE FIANCE TIN m0m0•�El'Qa10.®°A SHEET NU2",ERT.PMT t 0620, +�ae®+�w70}•i o+ AS MANUFACTURED DY ANDEL CHERRY •�- TE%10RN.P.VtS,PPENY,NEW JERSEY J ,, ©•®7 •/0.'�-0�. 70.•COa 07051 OR EQUAL 0j+®m0'R:la®'pJ w JIMA © (�/''''' © *SE[6000 ON.000000 0005(9 4 rlo.p 16[+05 ON 6MELT z V-0 -v **UNNERVE M4060 WN03 aim.050-MVD 0 VALID r00 ML mammon MFUCATIONS WDM SLADE O iir `•--- - ti HRD—HND** FLOATING.STACK. 0+4}111'SER A. ri��,_` + FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) 0 •4, • ,UI* ' ✓ . 02017 TILTECO,INC, 012017 EASTERN METAL SUPPLY. INC. ti V Hsi -'. BERTHA HVTM o'V r .A Accordion Shutter System _ / I��IE€o INC A.Sr S A �' ■ • ■ Hv. r #1wiGRw/DKv. erSJADE "Tr ' American Shutter Systems `• ♦/ TILLIT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWN BY: LC. ''•O� �•44j�' @ 6155 N.W.38tR SL,STe_705.VUTCIlM CADENT,f1CRiM 37146 Association. Inc. 1 ow 15-085 07/27/17 DATE: 07/27/17 t" Q' 1 4 Phone (305)871-1835..fox:(352)870-1531 4268 Westroads Drive 2 00,I•^'•t`�O )0‘ a-moa:Iuec0000l.eom West Palm Beach, FL 33407 s DRAWING N1o� +YAL L'OV NFT74 WALTERED-C406UT)11,.P.E. ; 1.7.' 1 V7 '''''...III.V/AF• FLORIDA lic#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE B 9 Of 20 1 a .. . . .I ' ...- • ' , ----- POURED CONCRETE POURED CONCRETE . "OURED CONCRETE --OR ' ,.,-" -,., ... OR CONCRETE• -'\ OR CONCRETE POURED CONCRETE OR CONCRETE .... CONCRETE BLOCK WALL :," ./..' BLOCK W —.ALL REQUIRED — -' ---------- BLOCK WAU_REQUIRED .. i . . ../ /,. BLOCK WALL REQUIRED REQUIRED I• 1.. , / .-- I , , . .' EXISTING GLASS - .•'. ./ ,. if—EXISTING GLASS I ' .• , , . - 2-oft ' EXISTING GLASS t CONCRETE ANCHOR. ,,--- ,, 7—EXISTING GLASS <1./ ,' .. ,.. ../ ..„ ,../ .." —j-—-5 .4-:> ."' . / -1—--'I--5 I-- .___ _....,s (0 16"0.C.--\ „' , / . MK APATION .-...-- / .. , .., r----2-MIN. ' ,' . TO GLASS(SEE .....,- ..- . c-r.,„ , .- .,,, MN SEPARATION 1' • MN SEPARATION I / ,' ,' . SCHEDULE ON SHEET / , TO COSS(ST .- . MN SEPARAnou EQ .4........,18 a) , TO GLASS(SEE .. .-- 11 KR WADE Ofolo . ; , , • TO GLASS(SEE -,r;; , 0 SCHEDU1 ON SHEET 1/16-xr MAX. ON SHF.ET 19 TOR 1 .' , '' / SCHOEULE ON S--aT •./ / 1 r SCHEDULE ON SHEET -' 11 FOR aADEC1ANO (6063-T6)CONT. 1 GLADES(De,9 11 KR RADE 0A1-40 , IT FOR BLADE 040 ION SHEET 19 R)R :ON DIEU TN FOR 1/2' jr,alk`'''''''''''' ' r...- ON SI-BET 19.,„...F-CR ALUM.CLOSER 1 1\ 1 WASTE ID&43 (LOCATE AT arz . LACES.El (1)&t,9 PLATE. (LOCATE 1/2'7/d . , ,BLADES CD&6) EITTME SIDE*to I AT EITHER SIDE 19NA-411, •\ I I I ...„, OF(0) of®)1 I • 1 i 1 4.USE 1-OR 2 MAX. 1 PIPP I 1/2"MINI, 1 -1 i i #100/2.S.M.S. I I,. ! 1 FATIt,,,I ____ 2 (AS APPLICABLE)xn1/8"x*-2' ' ink. .4-- ALUMINUM CUP ANGLE #10x1/2"S.M.S,,__/ ria't _ _ _----' Q IV 0.0. , IN IV 0.C. ,-iFAIL,, — -- ---,- 1 d —_—...7.....,` 0 Mk, ' (6065-T6 ALLOY)AT MIDHEIGHT rhh\ , ----1 (1) #117x1/2"S.M.S.TO®& \,, \ i C)11\--.111111‘. i I . N. (2)1/4"o TAPCONS ANCHORS TO I‘.. „ . . , WALL AT I'O.C. (LOCATE AT . ID . .„ I ... \I, i SEE DETAIL X FOR] 6 SIDE CONNECTION OR to/ \ / EITHER SIDE OF®) (D OR O.'-, SEE DETAIL X.FOR---/ 0 OR es --, I . TO TRACKS • .. SIDE CONNECTION 'V.0.0.0"0"0'0' ODE 0 1 0 01: ?(:)'\1*, TO TRACKS1,10411'41 CJI€4.0.4:I*0' 0:).@‘43.0'03.03' TO TRACKS 0.0'0'0'0'0' 0'0-0"0"0"0" 0'0'0'0.0'0' 0'0.03-0"®'0' 43.-@•0-0•@-0,0_ 0.(3)-6-0-6•91-e.e aci-.4,-@•©.co•@,-@.€) END CONNECTION DETAIL w END CONNECTION DETAIL L2) END CONNECTION DETAIL,C) END CONNECTION DETAIL 0_), /-POURED CONCRETE OR r Lx.'AsANG „..,..s. I. REQUIRED ONLY FOR SPANS GREATER THAN 12.-0" " z—EXISDNG GLASS . CONCRETE BLOCK WAll , , .... ., . -./ .. ,.. . S I , -- AC . , / ... #190/2-s.m.$-- i } 1 --- --- ...4.„ i . „ .MIN.SEPARATION 1---"' , 1 --''' -, , I I:I'll-------_—____-_,--7-_,, .....„,--' rof---- ,C)0R0oROOR SCHEDULE ON SI-Eil „. TO class(szE . , /' ,.,„-• II FOR EtADEC)AAD CONCRETE .,- \1/2"MIN. scrimuLE ON%FEET , ,ON SiEET 19 RR ANCHOR 0 , .. \ is I 11 FOR RADE DAND I H-- 01 0 RC)ORGOR© was(1)&0 T2 o.c. .: , i ON SHEET 19 FOR cB, CONCRETE\ ,., , " ANCHOR ,• -. .,,.." ..-E0 , on 0 , .......Oa(1) 1 ---- 2L-1 oR0 ----...,,, . 1/2 MIN. • , .." ,IIIIL:(1-4 I-I-II- \ I .7 ; I ',______ ,./- ". f 1- •: ..-._________, / ...` ED `-• '-- ,0 oRo..0 OR . I • SEE LIMITATIONS OF USE FOR (3 MIN . kati,„ 1 / ,.' 2MIN, / \•-•••,--= 81.A0E-(3 ON SHEET 19 0ROOROOROIOR@ VIEW Y ..--- 1 .,, . / . ,,,,,e •••.‘ ..... •0 OR 0.\\.1 PLAN ., , .,- DETA L X • POURED CONCRETE OR . ' N : et.0.0'0'0'0'0' '''''-N:41011.03-0-0-6.0- END INSTALLATION CONCRETE HLOCK WAU_ \ Q..0"43"I&Ca'15.0' 0.0.0.0.0.4:0*. 0 Hil BLADE OR 0 HV WINDOW BLADE INTO REQUIRED \\_20-(:)•©-0-0•40.. 1/3-03-00•C>0-63- CONCRETE OR CONCRETE BLOCK WALL- el.C.C.(3•13-0.@- ,,, 0.63-0-t13-9•@, END CONNECTION DETAIL() 1 i , & 0•@..0•0'.(9.6.Y-0,10,1"fillig:iq1NECTION DETAIL QV-0 ..'1124) FLORIDA BUILDING. OODE(Non Hien Veiocity Hurricane Zona:) t t!'.., .......... /7're. (f9 2017 EASTERN MEM SUPPLY, INC. 02017 TILTECO,INC. A 1 BERTHA HVTM dm , . .. Aecordion Shutter System*i :=924161-6 - ? / liLIECOINc. \ ANOSNAn .RV. axe iti w/OR W/0 kv.wNtow RAPE , 7,-,,t•-‘2, DW,A;--)— *: American Shutter Systems REV.Na DESCRIPTION DATE DRAWN FPO LC. .- .1..r.. ,, 1,,,, -up- 14C' % t ar: t TESTING a( ENGINEERING COMPANY Assoclation, Inc. T OLD 15-,oes o7/27/17 DATE 0 _7/27/17 4268 Westroads Drive _ ° . .ets ...,i-jointk....4, 4255 N.VT-36th St.Sin.30S,WIONA CAROMS.FLOM,33145 -....q„••...•,!..;.......- .0., Phone:(305)1371-1530.Fos:(305)871-1551 1/AL tk‘C.1;Fill4."nno.LitAcce 0a .corn West Palm Beach, FL 33407 2 3 DRAWING No 03-0009719 'WALTER A.TILLIT 41.PE. - FLORIDA FLORIDA Li,.f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE 2f1 .5CHEDULE Ey2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+•• OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' (ft.). FOR INSTALLATIONS W/ tAME'r lcAt, OR "L-' (ft,) FOR OR "L-" (ft.) INSTALLATIONS INSTALLTIQN LEOEND CENTERMATES NO &�x®, or(}J) or sit INSTALLATIONS W/ PO NG METRICAL CENTERMATES ` CONCRETE & WOOD (7) L+: MAXIMUM ALLOY/ABLE SPAN FORA ,MEN VI/ ONE HAI. LOCK (a or ® Or t<q or CENTERMATEZ ® & r.e. W/ ONE HV LOCKS ..\ MANSORY POSITIVE A.S.D..DESIGN PRESSURE.RATING. HO LOCK W/ NO LOCKING RODS }E or ONE HV'LOCK or or L-:MAX. ALLOWABLE SPAN FOR'A GNEN NEGATIVE ® OR W/ NO LOCKING WALL A. B, C, 0, E, M, N, 0, P, Q. A.S.D. DESIGN PRESSURE RATING. CENTERLOCK 2.8/ 29 W/ONE W/ NO LOCKING RODS ® RODS c MOUNTING F, K & L P. S. & V. F©"T" LOCK 30 W/TWO LOOK NG (SEE NOTES f. ) (VALID FDP.MOUNTING 0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NMT1rrO71��P��GG&//00C)INSTALLATIONS SHEET 7) FLOOR/CEIUNG G, H, I. IT. .1 T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONL4Mi//0017)INSTALLATIONS CONCRETE&.WOOD CONCRETE MOUNTING & I( IuvwM 1Af°� INSTAL.LABORS 0 w..... INSTALLATIONS • GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.D..DEAGN .s.D D[RK PPD.DFSGx DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. PR5T¢Urd WALL MOUNTING FLUOR/CEIUNG PRESSURE WALL MOUNTING PRAmn rt00R/CEIUNG MOUNTING PAWL & RAtmG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, �` MOUNTING ER.3.) FLOOR/CEILING MOUNTING (Pa) OR OE!ERMINE MAXIIAUTA SPAN 'L-' FROM SCHEDULE. (4 OR-) C.OR-) (a OR-) FLL MOUNTING L 4 (F1 I L-i6) L+ (y) I-iii) I.1. (X) L-(N f (0)L I (N L-(n) O MAXIMUM SHU I RR SPAN 'L+' OR 'L-' FOR 30 OR LESS 16'-O' ' 16'-0' 16'-0' 16'-0' 30 16-0" 16-0' 30 16'-0' "_I6'-0' INSTALIATWNS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psl:A5.0. DESIGN PRESSURE RATING.. MINIMUM DETERMINED SPAN BETWEEN L+'FAD "L 35 14'-10- 14'-10' 15'-2" 16'-0" 35 14'-IO' I4'-f0' 35 —--15'-2;. 1E-10' _ 40 13'-1D" '13'-10' •14'-2" 15•-2' 40 13'-10' 13•-10' 40' 14'-2' I5'-2" __ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1` 13'-1' 13'-4' 14'-3' 45 13•-T' 73'-1' 45 13'-4' 14'-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12•-5' 12•-6' IS'-7" ..- 50 12•-5" 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS: LOCKING SPECIFICATIONS W/FLQOR/CEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION' #2 55 11'-10' 11'-70' 12'-1' 12'-11' 55 11'-10' 71'-10' 55 I1'-1' __11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11-4' 11-7' 12-4' _60 11-4' 11-4' 50 10•-2- 10•-11'- NOTE #5,SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11' 65 � 10'-10' •11T-10' 65 T 9'-5' 10'-.1' . DETERMINE: 70 - Lt+= MAX..SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9" 11'-5' 70' 10'-6' _ f0o-6' - -8'-9 B-4' L2+-'-.MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1- 10'-1" 10'-4• 11'-1" 75 10'-1' TEl 75 - 8-9" t t EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" 9-l0' 10-0' 10-0' 80 9'-10' 9'-10" SPAN 2+'OR 'L AND MAXIMUM AS.D.DESING FORA GNEN NEGATIVE A.S.D. DESIGN PRESSURE - PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-fi' 9'-6' 9'-9' 10'-5' 85 9'-6' 9-G' RATING: 90 9'-3' 9•-3' 9'-5' 10'-1' 90 W-3" 9•-3' OR CONCRETE BLOCK SMALL BE UMIIED,AS FOUAWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE.MOUNTING Li-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' _9'-2' 9'-10' 95 9'-0' 8'-9" , LIMITED TO +64,-72. p,s.l. AND 8'-0" SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING • 100 0'-9' E-4' 9'-0" 9'-7• 100 8-9' 8-4" MOUNTING MOON SHEET 7. INSTALLATIONS, 105 8'-7' 7'-11' 8'-9' 9•-4' 105 6'-7' 7•-Il" 110 8'-4' 7'-7' 8'-7' 9'-2' 11D 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 ' 8'-2- 7-3• B-4". B'-11" 115 -2' T 3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L+', 11+', 'Lt AND -(.2--- 120 _ e.-o" 6'-11' 8•-2- 8'-9- 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH'FINAL MAXIMUM 125 ]'-10' 0-8 00" B-5' 125 7'-10'----'6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130. 7'-8' 6'-5" 7'-10' 8'-1' 130 r-8' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-T 6-2' 7-9' 7-9' 135 7'-7" 6'-2- SPACING. 140 7'-5' 5'-11. 17'-7' r-6' 140 7-5' 5'-11' ASTM E-1996 SEPARATION 145 145 7''-p......._.5'-9' TO GLASS 150 7-2' ,5'-7' 7•-4' 7'-0' ISO 7'-2' 5-7' _ 155 7-0' S'-5- Y.-2• 6'-9- 155 7'-0' S'-5 1 THRU 3 1" 160 6'-11' ' 5'-2' 7'-I' 6'-7" 160 6'-11' 5'-2' I _ 1.65 "6'-10' 5'-1' . 7'-0- 6'-4 165 6'-10' 5•-1' 170 B'-9" 4-1f' 8-11" G-2' 170 ,...... 775 6'-6'-, B4'-9' 6•-9" - 6'-4- 175 6'-7' 4•-9r- l I / H ♦ BLADE 180' 6'-6' ,4•-8" 6•- ' 5-10"- 180 6'-6' 4•-8 \ 185 6'-5' 4'-6' 6'-7' 5'-8" 185 . 5'-5' 4'-6' I 190 6'-4' 4'--5' 0'-6' 5'-6' 190 6'-a" 4'-5' 195 6'-3" 4'-3' 6•-5' S•-5' 195. 200_ 6'-2' 4-2" G-4' -3' 200 6•-2' -4-2"IIr✓i���i 205 6'-I' - 4•-1' 6'-3' -5'-1' 205 . . 6•-1' ,1✓ 4"- FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) ' \1L� .•• '`t/ 02017 EASTERN METAL SUPPLY, INC. T'% 02017 NLTECO,INC. ''"I .•L\c~nisF•.`'•'7= BERTHA HVTM 3 / IILIE•C c ;Nc. ` A.S.S.■A■ Accordion Shutter System `/ < * MALE ff1 W/ca W/O N.V. IMMOW H.V. BLADE • AAP Y American Shutter Systems ", FN.No, DESCRIPTION DATE DRAWN BY:•M:&/Lc. p• ''• or r c T1LLIT TESTING & ENGINEERING COMPANY Association, Inc. r ow 15-085 07/27/17 DATE 07/27/17 {N Y4. 6355 N.W. I( SI.,Ste.305.NRRRIA O(355),FLORAL altar 4268 WesIroods Drive. 2" Phone:(305)871-1530.Fax:(305)871-1531 DRAWING,No ,' '•••,,,-,,, \ ' ee-,aoa:.6TIeOPCeolc"m. West Palm Beach, FL 33407 3 ,� I_1 o -Ss�DNAI*",,''111 07 WALTER A n0LLT1JR.P.E. /t, FLORIDA U0..44167 4 s SHEET P.E. SEAL%$1G11ATURE/DATE . _ 5 11 OF 20 MAXIMUM ANCHOR* SPACING (in.l-SCHEDULE'FOR A GIVEN MAX. SHUTTER SPAN, • • . 1. :IU ": . ::t. :.1 : •:: '11414 ,.• .o. 111" •: a. :aI 0: •. :Ali Na ANCHORS SPACING LEGEND FLQS5 i.C,D ,SOON POURED CONCRETE (SEE uourm2cs A.B,C.D N+DJF ON..SrurET 6). ppUREp'CGNCRE'IE1CQNCRETE BI.)CIC CO !� . TAPCON OR „Amy", ()WALL HEAOMOUNTPNG ®WALL HEADERr,MOUNTING . CO WALL.HEADER MOUNTING C)VM1L L UNTING 40}WN1.ILL MOUNTING V&`,'./WALL MOUND ER/SILL TAPCON WITH ADVANCEO SPAN g2,10 Q4) THREAOFORM TECHNOLOGY (ft) 458.DESIGN 200594E 10ESStet ROW(4449.9.DESIGI1 NEGATIVE MASK RAM(313)A50.0901 650812E 5#5512 RPM.{jrtlgAgR.=a!clew PRESSURE tuna si.r A5.0.11501 woe.?AESSUn MING(cep SA_ezit wave PRESSURE RATING 1}16) ALL POINTS SOLID-SET 30 40 60 75 D 120 160 205,30 X40 60 75 2'1 0 160 205 30 40 60 75. 90 126 160 205 30: 40 60. 75 0 120 160 205 30 40' 60 75 90.120 160 205 30 40 60 75 9 120 160 205' BLUE TAP 14 12 12 9 6 6 14 X12 10_9_ ' 6 6'14. 12 10. 9'. 8.1 6 6'14 12 '10 9' 8 6 - 14,12 10 _9' _ 8 6 5.5 8 8 7 5.5 3'-O• 14 12 10 9 6 6 14 12 10 9_ 6 6 14 12 10.9 8 6 6 14 12 10 9 '8 6 6 -14_12 10 9' 8 6 6'. ' 8 8 8 0 TAPPER+ I� OR Li4. 12 10 9 6 5 14 12 10 9 - 6 6 14 12 10 9 ' 8 6 6 14 12 '10 9 8 6 3 14 12 '10 0- . 8 8 6 ' 8 8 8 6.5 14 12 10 9 6 614 12 10 9_ 6 8 14- 12 /0 9 8 a 8 14 12 30 9 8 6 14 12 tO 9 8 a I 8 8 8 7 14 12 10 9 9 4 14 12 10 9 6 6 14 12 10 0 - -8. 6 6-114'12 10 -9 7 - - 14-12 10 9 7- 5.5 - _y.' 8 '7 5.5 '4 14 12 .10 9 6 4 14 12 10 9 , 6 6 14 12 10 9 9 r6 6 14 12; 10 9 8 5.S - 14 12 10 9 _ 8 6 6 8 8 8 8 4'-O• 14 12 10 9 42. - 14_12 10__9 6 4 14 12 10'9 "8 6 8 1412 10 9 8 - -,14 12 10._9. 8'-B 8 ' 8 6.3 .5 14 12 10 9 8 6 4_14 12 10 9' 6 8 14 12 10 9 8-6 -6 14_12 10 9_ 8 8 - - 14`12 '10 9 8 6 0_ 8" 8 7 5.6 14 12 10 8 8" 4.5 - 14 12 10 9 i -6 3.5 14 12 ID,9.' 8 6- 8 14'1210 9 7.5 - - - 14 12 10 9 7.5 S.5 - - 8 7.5,55 4 3 •' SEE ANCHOR 5•-0• 14. 12 10 9 8 4.5 - 14 12 10 9 6 3.5 14 12 10 9 a 6 6- 14' 12- 10 9 8 7 - ^ 14 -12 10 "9 8 a 6 - -� 8 8 8. 8 '0 SPECIFICATIONS 14 12 10 :9 55 - - 14 12 10 9 45 -'"74`'12 10 9., 8,6 5 14 12. 10 9 8 3 •• •- 14' 12 10 9 8 7 - 8 _8 7 5 4 14 12. 10 9 8 4 14 12_10 9' ' 6 3.5 14 12 10 9 '"8 6 6 14- 12. 10 9 8 - - - 14 -12.:10 9 8 75 - -1 u 8`8"7.5 5.5' 4 ON SHEET 13 14 12 10 0 5.5 3 - 14 12 10 9" 4.5 -'14.12 10-9'- ''.8 6 8 141,12 8.5 7.5'4 -- - -,14 12 9.5 7.5 65 39'. - 7.5 6.5 4.5 3.5 - 74 12. 10' 9 5.5. - - 14 12 40 9 '4.5 - 14 12 10 9, 8`6 6 14 X12 10 9 8 4 ••• - 14 `12 10 9 8 8 4 - 8 8 8 8 7.5 14 12 10 9 3 _ 14" 12 10�9 14 12 10 9 8 5.5 3.3 14 '12 10 9 45 - 14 12 10 '0 7,5- 4 8 79 5.5 4 3 14'12 10 9 5 - - 14 12,10 9 _4 - 14 12 10 9 8 6 55 14 12 t0 9 5 - - - 14 12 10'9 8 4.5 - - 8 8 8 45 - • 14 12 10 9 4 - -'14 12 10 0' 6 3 14 .12 10 9 - 8 8 --• 14'12 9 45 - - - 14 12�'8 65 5.5 - - 65 55. 4 3 - 14 12'10 9 14 4 - 14 12 10' 9_ -6. 3 - 14 12 10 9 r 8 6 - 14,12'10 9 6 - _14 12 10 9 8 7 - 5 8,"8 7.5 6 7'-0` ^12 10 9 4.5. - - 14.12 10 9 4 - - 14' 12 10 9 7�4 - 14 ,12 10 5.5 - - - 54_-12 10 8 6.5:- - 0 8.5 5 55 - ,14 12 T10 9 7.5 3.75 - •-, 10 B 14 '12. . :.6 - - 14" '.12 10 9 Y8 8 14 12 '10 6 - --14' 12 10'8.5_ 7 - 8 "7 5 �4 - 14. 12 10- 9 59 :3 - - 14':12 10.9 4.5' - 14-12-'10 9• 8 ^'14-:11 7" - - - - 14. 11. 7 5.5 3.5-- - - 55 4.5.13.5 - - ,-0• 14 12 10 5 5,5' - - -' 14 12 10' 9 45 - - 14 12 10 9 8' - - 14 12 10 7 4 - --114 12 10 -9 B 3 - - - - 8 8 7.5 7 4 ♦SEE LIMITATIDNS OF USE FOR B 14 '12 ID 5.5 3 - 14 12 10 4 - 14 12 10 9- 5.5 14 12 8.5,-3 -.• 14 12 8.5 7 4 7 5.5.4 S SLADE lA ON SHEET IAT 14 12'10 9 5 - - 14 12 10 B 4 - - 14 12 10 9 ' 8• - -,'14,12 95 14 12 9.5 75 ' 4.5 - - - 75 8 4,5' - - • 14 .12 10 65 4.5, - - •'• 14-12 10 9.75 - - - 14 12' 10' 9 - - - 13 9.5 4 -_- -13 95 6.5' 5 - - - - 8.5 5 4' 3 - - 14 12 .10.8.5 4----17-----.--- 14 12 10 9 75 ^• 14 12 10,9 - .- - 14 12 10 5 -, 14 12'10 9 55 - -" -8 8 8.5 6 3 D._D 14 12 6.6 i - - 14. 12 10 9 45 - - - 14 12 10 9 7.5 - - 14 11.5+5 - - - 14 11.5.7.5 6 - - - ^ 7.5 6 5 4 - - 14 12- 10 6 4 - - is 12 10' 9. 7 - - 14 12 10 9 8- 4 120 9 8 .- - ii 12 5 - - ^ - 14' 12 8 83 - - - 8 8.5 55 + - - 14 12 9.5 5 3.4 - 14V 72 10 9 5.5-- - 14 12 10-9 B - - 115 85 - - 10'-0• 74 72.9.5 S 35 - _ - 7a 12 1P 8 5.5 - - 14 12 10 '9 8 - - - 1 4 1 2 7 - - _ - 14-12.t0 7.9 5 - - - • 8 .8 8- 7.5 4.5 - I4 12 S5 3 - - _14 f2 10 6„,„5_,-,5., - 14 12 10 9 6 - 14 105 S - 14.103 7.3.5 - 7. 55 4.5 3.5 - 14'12' 9 4,5 3 - 14 12 '10 9.' 5 - - '.., 14 12 10 9_8 - - - 14: /1 - - - - - 14- 11 7.5 - - - - - • 7.5 6. 5 - 14 12 7 - - '14..12 10 -1- - - 1+ 12 10 '10.5.8 - - - - -40.5'8 5 '-- - ''•- - - _ • '5 4 3.5 - - 11'-D„14 12 7 - ,�f- 14 12- 10 - - - - - 14- 12 10 - - - - 14 -12 5_ - - - - 14 .12 10 _ _ .8 8. 8. 7 3.5 - 54 -12' 4 - .- -' 14 12 10 -- - _ - 14 12 10 - - 125 9.5 -- - 12.5.95 6 _. 8 5. .4 .-3 - 14' 12 6.5 - - - - - 14 12 '10- - -• - - 14 12 10 -_ - - - 13.5 10 ^ - - - - 14 -10 7 - - 14 12 15,5 - '14..12 10 - - - - -14 12 10-. t4 12 S.5 - - - ti 12 10 _ 14 12 10 '14 12_4 - -- - - - 34 12'10 - - - - _- 8 8 8. 6 3 - 12,-0" 14 12 3 14 ,2 8 - - "' - 14 12 10. - - - - 11.5 89 ~- • . 11.6 9.5 + _W - 5,5 45 4 - - - 14 12. 5 - - - - - 14 12 t0 - - - - - 14 12 10'- - _ -12.5 95 .1.5_99X4.5 _"' _ - 8 4 - .L E / HV BLADE OR co HV BLADE. •`_i ;, _ ._1_ 14,12 - - -�t4',12 - - - fl. 8 8 8 4.5 ' T4 12 - -;;12 - - ,+ 12 - - - - - _ - W/ g HV WINDOW BLADE - 14 14 12 - - - - - 14 12 14 12 - 8 3. - _ .. -..g 8 _ 6 4 3 - - - WORKING IN UNISON 14-0. 14 12. - 14 12 14 12 -.� 14 '.8 - - - - 1{ 12 .. - _1_ - - 8 8 8 7.5 4 - - 14 7 14 12 14 12 10 4 "10 75. 7.5'13-4 J =---.7 74 8 5 4. _ - _ ^ 1 _.SAT .....__..a. - - 7_, _ ". _ - - - - - _.....-._ _ - - ii - - _. - - .- -. f4 - _ _ 14 _ '�. is 8 8 7 7 3,5 • 74. - 15,-D 14 - _ _ - 14 1 14 . 14 _ 75 5 4 - ... .- 14 18,-0• 14 - __... t4 _ _ _ - - l4 - - to - - - 14.._ _ _ - - -8 8 75 6 3 .. - 14 6.5 a 35 . 14 - •- - - _ - - 14 - - - . - - 14 - --- ;rj/..,445, - - 9.5 .-- - - - r•-•11-,-• 7. 45 - - - FLORIDA BUILDING CODE(Non .High Veracity Hurricane Zane', pp, p� a ,r `w,t A• A/1 e/ 02017 EASTERN METAL SUPPLY, INC. 1,,,�11y,1\,. "G -� ozo17 T7LTEc0.INC. \,iGEnr,9F,,�y BERTHA•HVTM _:- - Ei L I E-' O I ii C. ` A S ► Q Accordion Shutter System y ? ■ ■ ■ H.v, sum#1 w/OR w/o H.V.WINDOW,� '"x21 4 /) *;" TICCIT TESTING & ENGINEERING COMPANY American Shutter System8 REV. DE5CRIP1109 ow__DRAWN BY: L.C. U ♦ 6366 N.K_311*.51..St.,305.NRG6M CMO'J6.ElOW6A 33,68 Association, Inc. i OU) 15=085 07/27/17 WE: 07/27/17 �4 :< + 4268 Westroads Drive -7- 3 DRAWING No ,.¢ 5, to 4 Phmw:(300)871-1530.fox:(305)871-1561 {` RID r �, �� e_moa:6iL«.00a.00 n West Polm Beach, FL 33407 3 7 1}�7 s.OVALVP 0'41+ WALTER MPILO.5,P.E. 4. ! 1 tJ! FLORIDA tic.$'441517 5 - SHEET P.E. Sf�tLf3KiN�Ti1RE f DATE 12.0F 28.. • y ;r L , • • LI ., „;. .. fill :L '1'SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE-OR CONCRETE BLOCK"SUBSTRATES A.S.D.DESIGN NEGATIVE_PRESSURE RAZING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SSE MOUNTINGS E.G.&H ON SHEETS 6&7) POURED CONCtETE/CONCRETE BLOM POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min, Cc 3 Rs') MAXIMUM ®WALL SILL MOUNTING 00E:L NG MOUNTING H FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK.(Min.r5..3 Ni) SPAN O ANCHORS SPACING LEGENQ' 1/4%,x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (MIs,en Al 3 Mi) W ' ROUT NAATN'E PRESSURE RANG DEI SO.-OTTER BEGONE RIFSURE TADS(f, 0.atm REGTNF•F1✓F�BE RAIDS(Dd) 7APCON OR" - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Cc 2 ksi) • TAPCON'WITH"ADVANCED. - 1 4'0 TAPPER+ANCHORS AS''MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 70' 40 :60 75 '� 120 160 205- 60 73 90.1 0 760 205 60 90 160 205 / _ t+ 12 10 9 8 6 53 14 l0 9 e 6 6 • l0 O. 6 6 THREADFORM TECHNOLOGY CONPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOC1ATIOtl,INC. 3'-D 14'12 10' 9 B 6 6 14 TO 9 .8 6 6 ® IO B , 6 6 (Min.Fc 3',sir) ALL POINTS SOLID-SET OR LESS 9 8 8 9 5 BLUE TAP Yr/CA' NOTES: INTO ® 'y 7 5 LIN it; y ® �i ��mu y TAPPER+ AI) MINIMUM.ANCHORS IS�1 3/4" AND FOR POURED BLUE OAP W/OF CAP ANCHORSSIISTAPC/2 WITH ADVANCED THREADFORIA TECHNOLOGY ANCHORS AND TAPPER+ 4'-C•®� , g B Bl�H , HHHH H HBHHH A2) MINIMUM EMBEDMENT OF 1/4'P x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT ®R , g 9 ��N�®�H8 • INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 5.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EFWi 9 7.5 •SFE S 6 O96 Or MC FOUR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, BEAU©ON!NMI t9 5'-0' A3)IN CASE.THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE IOUSTIH L WALL OR FLOOR, ���� ��� � ANCHORSOA.)le AONE.,EFO IN TO-REACH THE.ANN STRUCTURE BEHIND SAID'WALL FINISHES.ANCHORAGE'O SHALL S AS INDICATEDEON Ni NOTES•A:I)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'-(r ®p© p�® O © - O®• INSTALLATION INTO LIES WITH METAL STUBS'SEE SHEET 20. • [QmIE Q®® ��M® ' °• ®® (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ® • B �® ®�����® �11 � �� - 1/4"0 TAPCON ORALL TAPCON OLI ADVANCEDBEANC ONS,AS TIS TECHNOLOGY ALL NAS MANOLTUde BY I.T.W.OUIPANY. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7•-q• 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 9�� ������� INNI li N-OTES: TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERSNDINC,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&:SPECWJ_TT COMPANY•DR..ANY'OTHER APPROVED LICENSED"OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN"SHUTTER SYSTEMS ASSOCIATION,INC • IIIIIIII 8-0' TI) MIMUUM ENBEOTJENT INTO CONCRETE BLOCK OF'TAPCON, BLUE TAP W/GAP ANCHORS ANO TAPPER+ANCHORS IS I 1/4'AND MACON ® �®®�e�®� ®���®����� WITHINADVANCED MENTAOFO1/TECHNOLOGY ANCHORS ISS t'. B-o• B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS 501.10-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE.BLOCK.N0. ®rdMONp 0BIM ii! NI®p� ® EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO j S2 70.5 EXIST,AND 1 MINIMUM FOR WALLS WITH NO STUCCO. ®B ®�•. ii i ®11 ® ® 8.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10•-0' 10.0 }.5"���®- 6.5 B ® Ir.. B ANCHORS SHALL BE LONG ENOUGH TO REACH THE MANN STRUCTURE BEHIND'SND WALL FINISHES.ANCHORAGE'SHALL BE AS INDICATED ON aL��111111.111111111111111 ii77RIE1®aeee® 2 eH H .NOTES B:1)&B.2)ABOVE FOR INSTAUATTONS ON VINYL DOING OR TOES WRTL OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET'-20: I1'-o' • 111 (C) ANCHORS SHALL BE INSTALLED rOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1AANUFACTURER. (D) SEE SCHEDULE'BELOW FOR,EDOE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR'ANCHORS. - .h u Ll ' pp 12 - : FEipp �Q©Epp EDGE DISTANCE VERSUS'SPACING SCHEDULE FOR ANCHORS:12 D,I{� ILLnumilg:511111:111E1 �® ®�®1111 ��® MAXIMUM ANCHOR ACING S AAE VALID FOR EDGE DISTANCES INDICATED'BELOW.FOR E.D.LE55 THAN THE INOIC+ITEO.REDUCE ANCHOR SPACNG 111111BT uULDIST NG SPA ER SHOWN CI G SCHE L THE FOLLOWING FACi0R5. REDUCED SPACING.OBTAINED USING FACTOR SHALL:NOT BE LESS THAN IAINMUM SPACING INDICATED rOR EACH ANCHOR TYPE• FACTOR _ • 13'-0..0.5 : ppppgpFa® ILlE� 4 `apppp EDGE -TAPCON TAPCON WITH ADVANCED ALL POINT SCUD"SET BLUE TAP W/CAP TAPPER + 12-511 ea aee®�' aB=��� 5 4 0 .V- B _ R DICTANCE THREAQFOTRM TECHNOLOGY' NTN.SPACING A E.D. 'ANTU.SPACING m}' MAIN.SPACING, 3' TUN.SPACING=3 1/2' MIN.,SPACING-}' 3 3/4' 4' 14.-0- 14 A ■ BLAU . POURED CONCRETE& posy mcie TE mum Box POURED CONCRETE& POURED CONCRETE&POTLED caorrE worm Fico{ 73.�, �„�� ���'���� 1 CONCRETE BLOCK• WN.1:0..3 1/Y NIL E0..21J2' CONCRETE E0.•3N COIIMC,RB30GK MH ED.n3 iJY MN E0..21/Y . 11.3 a l \II. 1 WL ED.•3' 15,._0. IA pp ppv- Mm NZ 0231311011:111 pRa BLADE WORKING.. 1 - 1A 0.90 - 1.0 0:78 1.0 0.84 d.0 _ IN UNISON z 1/r o.el 1q - - oB� 1_0 16-0' 18 +] 1 3/4*- - o-S'- .... - - _ 0.43 - - 11%2' 0.35 0,35" H- - - - - 9.5 7 9 - - - - - -B 6' +, - - CL fS'��}} FLORIDA'BUILDING CODE(Nor High Velocity Hurricane Zone) 4111/,c.•"R A. /j - 02017 YTLTECO.INC. ®2017'EASTERN METAL SUPPLY. INC. • gal�4'••'..cF�..,i _ BERTHA HVTM s� 1 A S S•A Accordion Shutter System '0,... / I I L'E C_� ENC. . . .. . KV. BLA)]E , VI/aR W/0 H.V."WINTX)N BLADE .b ' American Shutter S stems �'O Q �� ° TIWT TESTING & ENGINEERING COMPANY ` y DESCRIPTION DATE D••vin fir: Lc. Association, Inc. 0 ow 15-0651 OATS: 07/27/17 tt•p .4TA .f*; cess NAW.Feu sL.s1.wA.VIR014A cMmD+s:Roma.ales - dr ti•/. OF A. Pion:(305)871-1330.Toe:1305)971-1531 4268 Westroads Drive DRAWING No "_(SJ•'•,ORIDr+; 4,444/A,A o S oEe YI�6Onol cwn West Palm Beach, FL 33407 ®®� _ 719 'LS/ ..,.... i1 I'TI. WALTER A.'TILLR Jr.P.E. - /-�O� "�V PA/41_0%0 P� 'FLORIDA Uo./44167 5 • - SHEET P.E.SER+ 1A7b12E DATEe. 13 OF 20 . MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S,D DESIGN NEGATIVE PRESSURE RATING AND k CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE UOUNRNGS I,J.K k L ON SHEET 7) POURED CONCRETE POURED`CON• CONCRETE BLOCK ANCHORS SPACING LEGEND (DWAEX OVER k qJ1 1R�EINLH ®RANGUPRD MOUNTING ®WALL/FL00R MOUNTING ON'ALL/WALK OVER-MOUNTING u SPAN ___MD11t�1JG5 V ..__...__• TAPCON OR (� sD:DF&GN NEG1m'E PRESSURE'RANG(�I SO-A O NEGAIVE.PRR PARKS 6.1 •.OLSGN 1�EGaNE P ani WPC(�ASA.06901 HEGAM P E 12400 Ivy TAPCON WITH ADVANCED 3LOGY30 1111111/11 ®' ®90 Mimi 311111611111111160 803 ®� 17ill 40 80 79�� •• TMALL POORM INTS SOLID-SET e 16 6.5 7 5 5 5 .3,;-,..°. LfSS � Dn�aN MIL•F] : aaaa lig) • aaa , BLUE TPP .aa� Baa aa�® � Ora 77 - ®a 7'AYPER+ 4-O D�®�a 0 ® ®® © ©©©© 0 Pn I�®' on® ov �a ©© as®a ®®1aaaaaaa��aM5177aMBIEINaa®�aaMI6DIMaaa 5-O•®®��..0 ®�®®®0ICI®'� ©©©®Q00�© ®� ®M ' Ba��®�1�®®®aa®aa®®®a®aa ®aa SEE ANCHOR ED. �� ®J SPECIFICATIONS 6•-0'�' �� �Ha as ®B®® aaaa aa® a ON SHEET 13 ®��iIIaaa®a�a® 5 - 777aladiIaaa as 7._0,a®� oO =MENEM: ©pL00© a©ILE7U ©©© ®laNI[�Ol�©011LUICEINI ELOCfO E70[Ii A ©©E!© F�1ME! aaaaa�a RINE�aaaEICIIaaam"5 LIIIi- mom mm". 0 VALID ONLY FOR UP To +70, -75 ©© PSI.'A.S.D DESIGN PRESSURE B-_Or Ma 10 aa�aaMIMEEIIaaaaaaaaaa aaa MEN RATING L FOR SPANS PER SCHEDULE fl3, SHEET 11 y,_ar 11111111111111 ®Q1111 : ® 1144 14 1122[811.911.86"-11%5 aIBBFIEZEINIE1111111i9S11151111111171EME1111THR. 2aaa aaaaaaaaaa® a 114"122 7,14 12 10 aaaaa�®® ip,": ©a©®paa a. 11,_0.[0 i0 OdQCt®I � ® Oma EirE7©� MO �� pool ]6:3 �© vo©©v v vov ; geB r faa a�� aaaaaaa ■aa H V BLADE ONLY .--- .,,.T.,,..,.._ .,: z'-o^®®� �� •.-a: ©a0® ©RDE! E!®a©fi®. ®®� • LaUU u - aovo �iiMi®UU Ma 0 a1aaa�aaa�aaaapaa®aaaaaa®� aaa 13-a - a��®®©isQaad®©o1®va©aaaaacMEN ®�aavA ®® ; ; aa raligaillaaaaa®raaaa aaaa®14•-Dr®a aaNaa�aaaaaaFaaaa aaaaeaaa Mill v� avvvaro©rte A o IffF11©00 �ml avv�EEl�l�v©v avo�al�l aaaa© Lia©v ov 15•_D.®® vvaa��aa��®�a®� ga aaaa aaaaaaENIa®aa sa®Naaaaaaa�Saaaa •1 •6-Orae' - 000 .6 4.5 3 - - la - 7_ 65 as=AO - ©©U J.S =._Aaa 14 12 iD - - - 7.3 S.S•:75 - - - 7 ,71P 2r'}, - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone INEi. Lt. '0:111"--/I''\-1..*C7:'E:11::<‘...."--'.....7:;4411.; P • ' A.s.S.A. • ERN IL I:E C Q:1Itl . GLACE .r 7. :..�- • �� ' * ;• TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems -0 .. .• 8755 N.W.3618.St.Ste.309,NAfIDM g00:1ts.41.01904 33i .: Association, Inc. OLD 73-0&5 O 0 4268 Westroods Drive 2 DRAWING No. ,r..1 Phone:(705)071-15]0.'Por:(705)871-1531 CS7"'•:.'!!!I..,;;:'.'4111 o-moibtce Oo1.00m West Palm Beach, FL 33407 3 4°/VAL EN,'�7E'11 W11LIER A WT19r.RE., _ 17-107 FLORIDA'U6.'1 44167 5 .SHEET P.E. S(/SOIAfURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN_PRESSURE RATING (Ds.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). • `---. L..--I B T t--‹AT F SO17MERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN_ G=0.55, SPRUCE PINE FIR'NORTH SPRUCE PINE FIR SOOTH 1/2- MIN. CDX DOu MINFIR W/5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 WI MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.513 W/ MIN. G=0.43 W/ MIN. G=0,36 uwuuu SPAN 19) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS N. N. 0 & R FLOOR MOUNTINGS 'M, N, 0 & R. FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W,& X W & X W & X P & 0 S &V S &V S& V Asn Mow Wont casae ON(,!1 Asn 03C1,4➢6SS R1Ss/E WC(0)155 rea et.7x mum r6I5 t,,rl air 025 RIM 11151E Loc(o4 6011.tL4311EWm mart 561t(D H5D coat Nur¢1539{7 P.19O t2)23141004 RPS{839.0.Eve()5.m Q.Wi[GCE 113sP1 Loa(8843.5 oar am MILK MDC(Nt)A59 21301 OM BMA 9411 W) 30 40 60 75 90,105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105,30 40 60 75 90105 30 40 60 75 90 105 30 40 50 75 60.105 30 40 60 75 90 105 30 40 80_75 90;105 30 40 60_75 90 105 3'-5'09 LESS 12 10 10 9 B. 8 6 6 6 6 6 6 12 101 10 9 •B B 6 6 6 9 6 6 12 ID 10 9 8 8 6 6 .8 5 6 6 6 5 4 4 �.4 3 12 12 12 12. 12 12 12. 12 12 12 12�12 12112 12 11 17 12 Q' l S 112 11112- ' . q•_p•. 12 10 10 9 6` B 6 6 6 6 6 '6 12 10 10 9 8 8 6 6 8'6 6 8 12 10 10 9 8 8 5 6 8 6 8 6 6 5 4 4 a� 3 12 12 12 12 t2,12 12 12 t?. 12 12 12 12 12 12 11 12 12 ..._......_ _._.._._ 1222. 2211 .- _^yam 12 10 10 9 5 B 8 5 6. 5 0 5.5 12 10 10 9 B B 6 6 'G 6 6 5 12 10 10 9 B. 7 G 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 1212 12 12 12 12' 12 12.12 12 10.5 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4-5 12 10 10 9 8 5 8 5 6.5.5 5 '4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8_5 7_p' 13101096.5468 65.54.5412101045366 55 .43.512101073.5 - 66 6. 543585 , 44 - - 1212121212122121212121210.01212.1210.58.57.5 B'-0' 1210107.5450656. 543.512101063.5 - 6554,5312104 - - 6 8 5.4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12412 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9•_0• 12 10 10 5 35 - 6 6 5.54.5 3.5 3 12 ID 9 4 - 6 6 4.5 4 3 3 12 IO 4 3 - 6 8 45 4 3 3 6 5 3.5- - - 12 12 12.12 12 10012 12,12 11.59:5 8.5 12 12 ,10 8 5.5-&-.5 10'-0' 12'.10 7.5 4 - - 6 6 5 4~3 - 12 10 6 3 -. - 6 6 4.35 3. - 12.10 ...3...- - & 6 '8 3.5 3 '6 5 - - - 12 12 12 1211.5 9,5 12 12 12 10.58.5 7:5 12 12 9 7 6 5 Ir-o. 12 10 5.5 - 6 6, 45 - - 12 10 4:5- -_- fi-5 5 3:5- ' - - 12_107. - - - - 6 5.5 4 - - 6 5 - - - - 12 12 12 12_10 8.5 12 12 i2;.9.5 8 '7 12 12 8 5.5 53 45 12 10 4.5 -• - 5- - - 12 10 - - - - 6 5 3.5- - - 6 5 -,- - - 121212'1I.59.5812121185761211.57.565 '4 13'-0' 12 10 - - ,- 6 '6 - ,- - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 -'- - - 6 4.5 - - - - 12 12 12 10.58.5 7.5 12 12 10 B 55 5.5 12 20.5 7 5.5 4..5 4 14'-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 55 4.5 - - - - 12 7 - - - 5.5_4.5 - - - _6 3 - - - - 12 12 12 9.5 8 6 12 12 19.57.5..8 4.5 12 '9.5 6.5 15 4 3 15'-0 12 - - - - .- 6 - - - - 12 - - - - 5 - - - - - 12 - - - - 5 - - - 8 - - - - - 12'12 11. 9 7.5 5 12 12 5,5-7 6 4 12 9 5 5 4 -, ' 16'-O' 12_- - - - - 6 - - - '- - 12 - _- - _5 _ - 115- - -, - _-_5 -_- 6 ;;- - - - -_12'_12_10.58.5 6.5 4 12 12_8_6.5 5 3 11.58.5 5.5 4.5 3.5 -4 CO HV BLADE OR ) HV BLADE WI (i* HV WINDOW BLADE WORKING IN UNISON. •s0E u19)_A90NS OF USE FOR BIM- ON 5NEET 19 + NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. 1.N4511065 TO WAIL ROAR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRNTO SHALL CONSIST OF DIE FOLLOWING: -SOUTHERN PINE N6.2.W/64.0.55(NA.S) - 1/4'0 TAPC014 ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT A5 INDICATEO AT -00141AS FIR M/6.0.50(N.DS.) EACH'SECTION ON SHEETS 16 8 17.. -SPRUCE PINE FIR NORTH WI.0=0.43(5,0.0.) E2CEP1106 SEE NOTE 0 BELOW. -SPRUCE'PINE.RR 5011111 W/"0.0.36(N.DS.) -MIN. 1/7'.CDK PLYWOOD(1986 APA) 2.ANCHORS 10 HOLLOW CEn1RG WALL BC AS PER 405501160 TYPE U,SHEET 17 AND 5841 004454ST OF ' LAO SEAMS AS PER 1405 2015 SPECIFICATIONS. 4.ANCHORS 014LLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENO.1110NS ANO SPECIFICATIONS OF TRE. ANCHOR'S MHMffACTURER. A,,IIr'AniF'Ati,,,,, FLORIDA BUILDING CODE(Non .High Velocity Hurricane" Zone) lI I k`I• r e�Ip� 02017 1005000,INC. W 2017 EASTERN METAL SUPPLY, 1140. Al ,./ \cElllS 4. BERTHA HVTM / ilLIE C O INS. ` A■5.S■A. Accordion Shutter System 3� • HV. BLADE#1 W/OR W/O H.V.W ICON BLADE . 'q' t1Y * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC- _ = 13• Association, Inc. I OLLD 15-055 \)7/27/17 08100 07/27/17 _ 0195 N.W.360.51-sLe.305,VtRONN GRUM FIORD.3316E �o'•.�( 0 PYOSS 1(305)671-1530.Fox: (305)071-1531 4268 Westroads Drive a DRAWING No - {^., '... IDep;:E' LLQ .-.T 611ecooea.00n, West Palm Beach, FL,33407 3 •� I 'VV/ON/1.•F/0'IL W4LTE(.8,-0305719 0.3mot 05719r.P.E. 4 1 7-1.C�/, I FLORIDA Uc::,44107 .5 SHEET P.E. 5EXE/31834AdURE/DATE 6 15 OF 20 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C) HV & g HV• BLADES (AS APPLICABL ) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH H BLADE • LY S.ALL WALL,FINISH BE LIMITED TO 105.0 psf, &S.D, DESIGN PRESSURE RATING,. SEESHEET 19 FOR _MAX SPAN & A f 1/4"0 TAPCON OR A.S.D. DESIGN F+RESSURE RATING FOR INSTALLATION WITH BLADE ( & WORKING IN UNISON <- �-,'' TAPCON WITH ADVANCED t THREADFORM TECHNOLOGY ..i j ifs"0 TAPCON OR ./��• - I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -1- W/ 1 1/2'Min: PENETRATION —" OF THREADED AREA TO y,��-.� ( W/ t t J2'M:n.PENETRATION OF THREADED AREA TO EXISTING { MIL cg ,�' ,�`it. 1 �` ! EXISTING WETOD HEADER. I', ' WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I. ro ' ' --00R 1 �` !7 ! . I r. (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4"S.S.MACHINE SCHEME ON SHEET % 4 •, ti ` ,\ 1 I I - T t$ SCREWS W/1/4"-20 NUTS 1'•11 FOR BADE(DMZ-.... I, , f ;121x} . ..1�. 12 IRC. j'1. � nl � 0 12"O.C. ( ON.S4EET I6 FOR I 5 t,/ I ` iii �° t 1� 1 1 I I '` 1'Min. EXISTING E BLADES 0)146 I � �1 _ a o cuss----1 f," lair I,y 1111 ry i ,/,,,F,„„, - i i% (i ' 1 oc,R e FILE] Ft WALL- INIS" uyNp Ilp ( n un !M z i N Z 1 i 1 € 1!12 j - f !!!! pi '''17 1 .. ` 1 I �,J l `\i,7tr--0PT10NAL WALL ` 1 ..1 1, I a V 1 EXISTING MIN. ji v EXISTING MINI i f. t ` OR� 2'ER'WORD -•-DOR 13. __—�1 ..-- 'II• ,t HEADER REOUIREU 2'x4"WOOD l a & HEADER REQUIRED i f ^I` 1 t 1 .1.. HRE TAPCON OR TAPCON WITH ADVANCED EXISTING T MAV.SEP'RAT1CN 'I 1 I I I I I ����____ 1 j 111 t\} ('� l I .I THREADFORM TECHNOLOGY XV 1 T/2- GI.ASS•-:i TO IGAS(S 1 JT l h 1 1 Min.EXISTING WPENETOOD HE THREADED ARRA 70 MIN-SEPARATION TO GLASS ,I 1 (-T 1 t' ` 4 ; -+ WOOD HEADER. 1 5. SHEET EXIST NG (SEE SCHEDULE ON SHEET I1) 1 I• t', , , li •,I (SEE SCHEDULE 011 SHEET IS) A GLASS--y I !'ON 91EET 19 FDR t' i 1 t ,y, 2"x4'CONT.SILL I es i h I I -)' 1 1 PLATE REQ'D. 0 HV WALL HEADER INSTALLATION1 (HV WALL SILL INSTALLATION 10 HV WALL HEADER INSTALLATION. -7— —•--' -- t I, _ ,I 1 _.• t MIN.SEPARATION TO GLASS ;I( I MIN.SEPARATION TO GLASS I t EXISTING - --- F 4- 11 ( (SEE SCHEDULE ON SHEET'1 I) 1 _ I z CLASS-' .I ( I- A fXISi17HG (SEE SCHEDULE ON SHEET i1) L Q EXIST7NC MITI.SEPARATION TO GLASS :1 1 0 GLA -41 '' I GIJSS-.J 1 I .15 2":4"CONF-'(SEE SCHEDULE ON SHEET 11), t' [ I 5 -F i WOOD PLATE i I•' 7.---1.,..:1_,11-•---, E ± [; . i/4b-29x3/4'S5. 1 a REO'D, � 1 i �~�'.."^- 1/4"0-70x3/4"S.S. 't f MACHINE SCREWS Iii 1. I { i..._r„..1,,.. # {r` MACHINE SCREWS W/ I t ,I;1 i t US®1NG 12'1/4"-20 HUTS i •j ....„,..„...,,ir . ;r< WAIS 1 . .� r.,i iiJ4'-20 NUTS 0 12" _�......_ �,�� I� `=:;, :•y;-,1:.44.!..i:/ FINISH 1 I } ' ��.-•-,‹ `.� `I IO.C. OR I I _ i-1 ' — I i r-{7/1oR 18 •1 ;' j 11 ' / 1�aR� / •I i �,"� V' ' ''\ 2"x4"CONT, la )5't I 1, t' i I CS11�1n 1 - Q- I i"^ :I WOOD PLATE ti [Y ti , I 1. - V l` . .r REO'D. •t U1 1T. "Nin. I -) '—. -1'Min. t dl �•-� t� ( t ',,. ,¶.1/1 i 1 '€I f 1/4'0 TAPCON OR TAPCON WITH ADVANCED I 1A�Y A '=.' .Dap I 1 I �1 I LII II ( t I1 t1 THREADFORM TECHNOLOGY W/1 1/2" t t ( i -.y i (` ' i J' - I 204 CONT. Ii Mia PENETRATION OF'THREADED AREA TO I I R( l 1111 I I ti{ 1/4"A TAPCON OR TAPCON WITH ADVANCED I 1Y 4 ' 111 I SILL I 4 \ \•f,_�! � ,I; , I/4"0 TAPCON OR �: ( 1 R�4�� \ EXISTING WOOD HEADER. I t\l,t tt 11`t I THREADFORM TECHNOLOGY W/1/2' S\' '1 ♦ TAPCON WITH ADVANCED 1-SEE SHEET A FOR TYPICAL i 1 1 1 I '� (SEE.SCHEDULE ON SHEET IS) 1I t'- 'i l.,t 11 I s; Min.PENETRATION OF THREADED AREA,INTO PLYWOOD \ THRF"I,QFORM TECHNOLOGY SHUTTER ASSEMBLY. +,( 1. w 1 ��,1 ! WNL.FINISH ¢ "+w (SEE SCHEDULE.ON SHEET 15) EXISTING MIN 2 4 1/2'MIN.COX \ STUDS W 16 0.C.MAX._�.'PLYWODD REO'D. \*�, TR 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2 IAN.COX PLYWOOD REQ'O. REGD.PLYWOOD TO BE W FINISH ` THREADED AREA INTO PLYWOOD SUIT ART IN ANY LAYION TO EXISTING MIN. 2'%4"STUDS 0 16"O.C.MAX.REDD. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. RC�HV WALL SILL INSTALLATION PLYWOOD TO 8E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH. WITH SECTION 2308.OF THE FAO. SECTION 2308.OF THE HV 'WALL SILL INSTALLATION •SEC a APONS 9F USE OF ( )HV WALL SILL INSTALLATIONF'B'c' BLADE W.ON SHEET 19 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, \AI'11"r'"�``tt k rp".: p' 02017 TILTECO,INC, 2017 EASTERN METAL SUPPLY,INC. vtic�,yse.,. �+► BERTHA HVTM 11 I E c oINC. A. a S■A■ Accordion Shutter System • H:v RADE#1 W/OR W/O RV.Wrcav max y American Shutter Systems -p .4-44-..../ ' TICCIT TESTING k ENGINEERING COMPANY Y aEv:Nq DESCRIPTION GATE DRAWN Dr: i.0 • • * ' Association, Inc. I oLO 15-085 01/27/17 DATE: 07/27/17 1 j1 ' �A f, a bass N.W.Seth.st.Ste.3415.Mt4.44 GARORIS.FLORIDA 33056 OA ,d Mule 1(305)671-1530.Fo::(305)871-1531 4268 Westroods Drive 2 DRAWING No to �Dfi1D4,:.Cnr 1A c-mall:alte0o0AOl.eom West Rolm Reach, FL 33407 3 SST"' .........• �� t ED-00067/9 17-107 e ( A WALTER A TLLR JR.P.E• 4 I P.E. kg� DATE FLORIDA lie.p 44157 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & * NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BETIDE 0 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSUREATIN�G SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR. INSTALLATION WITH BLADE(1) & lAJ WORKING IN UNISON 11 - .•`/ 1/4"0 TAPCON OR 4•x8'(Min.)EXISTING ----rr=I, - ...EO DO 2`MIN. i —1_,....--- TAPCON WITH ADVANCED / / / _ - I t ) IWOOD BEAM L REQUIRED. �' EDGE OF APPLICABLE ' ,.` I '1 THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY r; ,/ - I j I W/1 1/2'Min.PENETRATION 1/4`13-20x3/4"S.S. OF EXISTING WOOD BEAM ,', / / ; 1 i i 1 OF THREADED AREA TO 7" PHILLIPS TRUSS HEAD TO ST CERTIFIED EEY I ` 1 i EXISTING WOOD HEADER. },` " % _.. - _ EXISTING WOOD 1 $ N ltin; MACHINE SCREWS REGISTERED ENGINEER OR•. /?.; , — w �_. /{\ •�(SEE SCHEDULE ON SHEET IS} W/ 1/4"-20 NUTS ARCHITECT PRIOR TO "'"5D"T—EG -- -._ _. TRUSSES OR I/ I,l ';‘•.."-: 1/t . O 4 F.• `""0 IS'D.C. SHUTTER INSTALLATION. / ! i 1/2•_ "f' 1/2'- / METER es 24" "+ ' M:+ -:,'Ly-'"^f 19 111 / O.C.REQUIRED • lit 1( ,W, T.`3, ..,r"c1 T(4'A TAPCON OR ___._ ...._ — _ EXISTING SOFFIT l:J �.:J TAPCON WRN ADVANCED �'� 1.44 t�� 43. i .257' THREADFtlFUA TECHNOLOGY r r f �: i.f 7i�� t' /`'s !I..:Yj' '�.• t Mox. WJ I 1/2"Mtn.PENETRATION EQ' #14x3/4' D EQ- 7'x4'xt/8'CONT.ALUM.TUBE / zt i{,v, ', r ! \t ! I_,.:.,;41OF THREADED AREA TO r/ i t . .iOPTIONAL f EXISTING WOOD HEADER. + S.M.S. ••� - -~�- {6)63-78 ALLOY)RE SEE SCHEDULE ON SHEET 15 /r 0 6'O,C. I P. E,c (3)5/i6"a LAG SCREWS TO' } +.v �, 1 1 or'0 or 15 LOCATE TAG sGREWs AT __ EACH RAFTER OR TRUSS. ''' rr="'` `tU I11 1-' ( Or {3 Or 'I5 I . � MIDWIDTH OF EXISTING WOOD _EXISTING IJIN 2"x4" I" t I Ihi iiii MEMBER.(2"Min.NOMINAL EXISTING--t; HEADER REO.O /' Q i 8Ii jt OPEN HOLE AT EACH WIDTH)W/2"MM. GLASS it _..�- MIN.SEPARATION TO GLASS EXISTING 7 I .-1, STUD TO ACCEPT t 1 ( (SEE SCHEDULE ON SHEET 11)-- Iy 15f16'a LAG SCREW " MEN.'PENETRATION OF THREADED AREA.VALID FOR q_ GLASS--) AT CENTER OF1TUBE. INSTALLATIONS WITH 72P;t C V I I MAX,A.$p DESIGN LOAD AND uN. EXISTING t MN$FARFTxXt N 9-0"MAX SPAN 11145 HV WALL HEADER INSTALLATION SOtlRDIIE Ct1cuos(9EET l ry GLASs TD O/US(SEE . INSTALATION IS ONLY VALID s;rame a 51417r'ill tI SN OA E9 F)RVI • FOR WOOD MIN.SPECIFIC DOuGLAS a sear 19 FON 0 O (1A� 77 FOR CM T toOFv� GRAVY OF 0.50 As 1131 , at, 13Ar>64r a: I FAALESmh 19 ' ^^♦ FIR OR SOUTHERN PINE No.2, 11SFE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY i 0 OR 1LY OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINEDC,T�HV CEILING INSTALLATION ANY IN aWAY TO Burr ANY INSTALLATiOH. U/HV CEILING INSTALLATION — 1 .� -? Ws SEPARATION rT 1 OR 1 't i . To OARS(SEE 1`SCHEME CIL WRIT i I II MIN. MIN.SEPARATION TO GLASS EXiStiNG ( i SEPARATION 7�;� (. (SEE SCHEDULE ON SHEET T t} 4 I ' GLASSN1 II REEL i9 FCR 1 l i ( _.I TO GLASS -I U E )• 1-, 1 aAca u,e:(t„ i (SEG SCHEDULE x EXISTING ^----- ON SHEET 71} Gtn55__t 3 3 3 p �_ ill t I I ( ) I-• 'ANCHOR UU..._{ O ti f; WALL i i °'I i I E LOCATION j 3/9 M.`� Ei EXISTING -f.i-' 1 .}._ FINIS A i l O t a ._— 9l043f4ll HEX A55—i i I I 2's'MIN:wtlm Y r 1 0. 6 3/B 1O:t� 1 F WASHERS HEAD TEK �...-+ _ M DECK REQUIRED 13 OR 2'x6'MW.WOOD 4 SCREWS Q 12"0.0 J (NO FINISH H U;I ) •,I DECK ISH REQUIRED(NO t`" ALLOWEb 0 (.'r 'I\ l€ I - FINISH ALLOWED) ----+' c EDGE __ _ '--''� Li _ it): ..- EDGE OF DECK ._-_1 2. III: i' /EDF • _._. ----- `:4. ...._-----"`"3-EDGE OF PECK Y.`II!` »-ED 30- 1;\‘ OIF APPLICABLE .-_.. 0'.�. - ----I- -- _-,- DECK IF "a 'fIII 1 --- "' .- IF APPLICAULE ``T �~ i _. G '� 7 1/4"a-20x3/4`S.5 _� _ _ _ - _ _ -----•- ( 17 1 i',. I 7/4"m TAPCON OR `,Q{IIWPs TRUSS HEAD 21FY.�_�.__.. I -- � ---h �- I( I p I ,I I Ain. �_ I TAPCON WITH ADVANCED MACHINE SCREWS 1/4-0 TAPCON OR TAPCON WITH ADVANCED S 1WtI "x4'CONT. THREADFORM TECHNOLOGY NUTS - I THREADFORM TECHNOLOGY WI 1 1/2'Mtn. 2'MIN:-•---I 1/ SILL PLATE 'I' t/4'o TAPCON OR TAPCON WITH ADVANCED THREADFORM —2"MIN. ' PENETRATIONS OF THREADED I, t REDID, t ` { W/ 7 1/2'l A PENETRATION 0W/1210,;-.C2.0 W/TECHNOLOGY 1 1/2"Min,PENETRATION OF THREADED 1}} OF THREADED AREA TCr AREA TO EXISTINGl I5)i NEARER.{SET j.d It 1}i i1.9 „ -"'EXISTING WOOD HEADER: AREA TO E7(IsiWC WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ;'""•"-- (SEE SCHEDULE ON SHEET 13) t sFE uM aF USE FOR �HV WALK—OVER INSTALLATION c HV WALL SILL INSTALLATION ,t FU P vtvsl E!II9 HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 44 T4,..51..0-,•••. /r'G3. 02017 TILTECO,INC. 092017 EASTERN.METAL SUPPLY, INC. �,,'` •'VtGCIVsA:: A � BERTHA HVTM *s • I f L E C.O INC. ` �■ ■�7.A� Accordion Shutter System / c H.V. #1 W/OR W/O RV Vi IZCW EiAUE �ya� � American Shutter Systems REV " DESCRIPTION GATE DATE BY L.C. 'p TILUT TESTING k ENGINEERING COMPANY - • C7 .01/4,0yet..) { Association, Inc. I ow le-bas p7/2E PATE 07/27//7 A. Al AC •Q 4 6355 NFL 3oot St,Sato 305,Y,R 651.4 GARDENS,rusx 0A wet ':.�S i Qnljj{.4•".'�(4•744E Phone:(305)671-1530.roa.I(2Ss)BGT-1537 4West Palm Beach,8 sFLDrive 33407 s I DRAWING No -`--. AL ENt'1„+'''� WUTEa-0036719 acc367T11,.P.E 17-107 P.E. SEAL/SIGT+NATURE/DATE FLORIDA LW.;44167 5 SHEET 6 • 17 OF 20 END INSTALLATIONS j HV BLADE OR 1---A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2.0 MIS.WOOD STUDS RCO'D. rxe MX WOOD 2..4..2`.• SAMEIREMINEINEW 1/4.,,i,,,,,,„ STUDS REVD. 6tCo STUDS-- zin 2111NIMEIMBIK: MINIMINIMEMEIMM 2'4*001+ / . %5->: to tHASO STUDS. .1\ IF 1110Ati CAS APFUCARLE) l / . PEILETROADIS WO X:,`„, \ / SMX3 OR W/DIR. ,..,) ‘• ' FL"'Llk;\;!.;`• „.. 1/2"PENETRATVI 1 \ ' 'kV .... 2-r- ;2..1/2'COX„. 1.--- ii t_r-EXISTIAC CLASS ,t4fillt'.- FX1S-1114 GLASS ,!.34 11, +-COSMO CLASS• --i : i v F.-- STUDS COST. tt: / - ir' ki cmcmc cuss 7 ,__ i i '' „...._„:"1. .....,.. ....- i....1 1/2"OM COX PIXADOCI--, UK 09ARARCH ++...-^ -,-•• ..---••••••": . - +•''' TOMS(01: 0., TO CLAW(SEE a.,•442Z:i•W•7114n.;'-'. ..1:e; -'a ga.g, ce...). .2,-,....;:.-- -Ass.ka:: MOUE CV SVC ,,.. . I."., )./Eir0:al\ 1 1/2'Mt COX Px.,•-•sx-.2."•••••,,,:`,F" .;1.4Q TO CUSS ME SCHMAX Or 9ELT nrt a.„. t61..• 1/16•Ar 41 FCR eum Omo 7.:',... ...',.,...4,.:sc.:OISIri'.41- SOESULF OR SI•ft1 PLTROSD, , .F+4T+,•••••tX-IF_ +•• -• SOMar OH Stal 11 MR 0..NteR0 , (6C63-TtI) CH SKET 1,9 MI • ,,,g,0, DIACESFOR 9 I ei SAP'la RN I + . 04 0E1119 FSH SUMO&ID ALULL CLOSER 1,,10144.,_/ f ,i i Ina : StAISES(X)Ft 0,5f MATE DAME firr'll I amcS(t4 9 1 ITN i 1 L 1/2`1.121. AT ETHER SDE MO-• ,..-. ry 1,1111$. 0.,o.ir....t).aljb.-2 Val, ,.... ...• ...,, 056 2 1105 - 1+4 iie.1,02.s.V.S. -- II / 1 -,,,,,,• . ----,--- WA*.ISR •Am.s L f AIM 01$..c. Ant si". 1, To. . (60”-Te ALL1R)AT IFLORXRT ,../ rrak. 1 v gi . 4...-—--7-:- V NM. t 1 I OR 5' UR DETAIL X F.- ()SR(4). . 41000 1441 2 ;14 0e OCR)) IR (5 OR(fe i 1 at DEW.x FOR ,1),OR 6,* i SCE GONNECTXX2 TO TRACKS STE OEM X FOR ,9•43.0.0"•'&•1..a'-@•• Q.0411'(DRCI•410"43./ SDE COMEGT101 TO TRACKS . 43+.0 0.0.0.0••• k.043-0-0-1)463- sor.GONNEC110H `••••• TO TRAMS (19)•@.•13'43,•••04. o•o-o.a.t.s- ..., to-4-o.13-13.0- ta.®•0- •(:)-6- 0.0•0-CED.0•14- .§.@-0.(t-@•9- Cs.),C)•€44).0•4e- e•g-C3•@-®•6- 0•@-0D•fe,<P>O. 6•/...).641).®*0-F. g,@+•414.0t-5-0.- (7)•@-0.•@-@•g 0.g-tg-g-g•CP g•g-g-g-Ci.)•Lt- CI.0-Co..g-0•6 ®•03.,@•04.1.g END CONNECTION DETAIL(?) END CONNECTION DETAILA3) END CONNECTION _DETAIL 0 END CONNEcTION DETAIL C3 CIOSTRIG I a REARMED OHLT 656 SPARS CREATES THAR 22.-0-I "-GLASS 2•AX•AM W••• ties TAKOR IHTTICRS We.TAPCOn AI 00,02 RAS. L %PRAM „ 1 i SILOS REVD [-qv,,2++ ,. if/1 1/ 010 0.C. I 5025050 GLASSM1/4 , FORSIRARON 0 2 O.C. 651511465021 0 12 OC.. I'M SI OLAM(MT ".•,. 4 ' • SEE LIMITATIONS OF USE FOR -..- MX 00WASION ' 81111811888101181111811181 19116W11181682,11A vir.,i.i. Soette Cr4 spar 4 II FM Hies0)Ans SLADE GI OW SHEET IS li,GIAZ CSIE III•S ., ' Qv scti is Foi . SCHSOUt CH SAM'1 -. 11 MR CLAMOR° ---•• ''• -_i 4,---, CH VW 19 FM 1/2.li it 3. 1 \1• I V•=1"1 PI) .." a-4-134)*9 1:::>, ' ..•1 ....,:-......1_ID_ _,.., (31cROROIGR ..-' V b '11.111.1111.1111 - - 1 ' Ng: t C110,4®cq-Oo, MIN af.-.,*...*.;-**..".3Mf..‹--Z•74 . . ......, G.« \ 00,0oR0c(I VIEW Y 0.0.®.0.0.0.0.). "...,,,,a.FIXISH 2*AA.SM.WODO WALL • STUDS RSCFD. MISR it•13.e•0.1:.//.6• PLAN 0•C)•,a-0•®•@- Dit-0-0.0•re- 1.4-g-g•g-C..3).0)- 0-0.•0•15,-®•@- o-o-o-ct.4-pe DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL,g, FLORIDA BUILDING CODE(Won High Velocity Hurricane 'Zone), 0t A. .t. 01,,,,k0)............,.I: /7=i, 82017 TILTECO,INC. (.0)2017 EASTERN METAL SUPPLY, INC. ' '''.--..** \IC ENS.% 4'.?' BERTHA HVTM „ . „ Accordion Shutter System inc. IlLiEC 0 . \ A.S.S.A. RV. BLADE#1 W/OR W/0 HS. Wt•1DOW BLADE v. • _,,,, : 9 :* MUT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN et LC. Z,"../3 •., OM : ' Association, Inc. I co 15-085 01/27/17 WE: 07/27/17 'Z. a\At ...gt, : 6.35S kW.Mix St.Sta.SOS,MRGINUL,CARDERS.FLMIDA 331611 ' 4268 Westroods•D:riye 2 DRAwING No '"'•Tn**4'ORIOP‘.•*..4,tv,. Phone:(505)571-1530.2156:1305)671-1531 e-rooR:512,000 416.0020 West Palm Beoch, FL 33407 3 .......y.g. .......... .,.., ES-0006710 - .--'-v.i°NA I E.Os... WALTER A,TILLIT J...P,C. 17-107 FLORIDA Uc.#44167 5 SHEET P.E. 561:-/SIGNATURE/DATE 6 . 18 OF 20- . - -(1"),. .1-1.--4\-@-0 @ • NS.NC:. ..1:14. :.F 4011 I.. • •: : C/6.: ///zzz �HV N WITH ACCORDION OION SH iv•SYSTEM WORKING IN _ . (� CI) UNISON WITH HV MON BLADE �1 \ P*7 / �/' �j' y" YY"" I.MX.A.S.D.DESIGN PRESSURE MING;+110,- 110 p,br. -- .. ,..---,--r, _ _ �.. �� - . . 2.MAY-SHUTTER SPAN:96' 1 4 3,ALLOWED MOUNTINGS:A.D.0&H ON SHEETS 6,7;A5 WELL AS MOUNTINGS M,0,T,U&H ON SHEETS 16&17. ,' ONLY CENTERMATES( (2(72(50TH W/L4 OR 2( )ARE ALLOWED WITH gni ^ d DIT. INA STM OR OPPOSING LAYOU1.IN CASE OF OPPOSING O•'vim iti I �- .J YOUf,I )14LIST BE NCWOFD:LOA;EXTERIOR ACCESS SIDE DF �_J�n C r -E. , 6 END �' --- /� I� I \ 0 ( (A) L WINDOW PE CIAO SHALT.ONLY ALLOW A 6N ON S EE 5 OPENINGS ,,�4L1 .�U.j71 .VV.YL ../ (3'o HOLES)FOR Q PEq'�'IADE AT SPACINGS SHOWN ON SHEET 4. C4 'f'�` '(R)MIN,CLEARMICE FROLI TOP OR 80TfOM EDGE OF HV-WNOOW BLADE 1© MAX.5 WNDOWS n �, 0 (,-I OF.WY 3'o HOLE FOR©SHALL BE 12'. ALLOWED AT Nv Sl WINDOW BLADE f© z (C)hest OR LJA BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Ilv .1 0 0 0 0 0 0 0 33 WINDOW BLADE 1 7 I $ 1a ) 0 (D)ITV THROUGHOUT S BLADE YADTH. BE USED ALTERNATE TO A SOLID HV BLADE tO THROUGHOUT SHURFR'S YADTH. 3r�r�t /jam + (Ey CE .IAT 1EITH SRAMID A1WA75 BE INSTALLED ADJACENT 10 A SOLID FN c �11� �. I'r, a OD BIAOELI,IAT EITHER SIDE OF THEM. SEE ENO �j ,� SfJ �f•N� n (F)POLYCARBONATE HV WINDOW��+',+1�SHALL BE INSTALLED:V TABS FACE CONNECTION _ '(+}r` 'f+T 't+l �r+} + 0 THEINSTALLED INTERIOR OF 111E OPENNG BEING PROTECTED.HV WINDOW 4,,V, MUST BE 1 '.`I,i.(/L ,`11iY1 .11�t6 �� 6� 4 �) '�,' NCONLY INSTALLED ANO LOCKED USING A NV SETTING TOOL PROVIDED BY ASS0. CONNE IO SHEETS 0 0 5d 10& 18 TTP. agDt( FULL 18CHT.—"-' OSa 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 3 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES nY O �� Si &2 ABOVE). -813^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTA,LATIOHS NW POURED ..r.2 �' CONCRETE OR CONCRETE BLOCK.WALL ON SHEETS 12&13 AS WADED BY LI IL SPAN ANO DESIGN LOAD(SEE NOTES 1 &2 ABOVE). -. - '" - - 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTLI E-1996: /_'� I SEE PLAN FOR REQUIREMENTS) � � �� 0> H �'--' TOP&BOTTOM - Y7 L-`'L. oqp'/ ) WIND ZONE MNIMUM SEPARATION 10 GLASS ----- — --UNUNREO WIDTH-- �.�/ 1.THRU 3 I' ELEVATIONItN.SEPARADCD TO CLAM EXISTING CLASS -(SEE SCHEDULE CN SHEET 11 KR9p (( 4 6.25• --` NO CH THIS s4fT roe HADES CD&® - �� 71LTERNA PPO§If1G CENTERMATES 11.2(12 W/ 4(E)(TERIOR ONLY 6 TYP•\\ / \ k) AND W/ OR Q0 (SEE NOTE 4 ABOVE), \ \ . \ \ . \ \ i\ I. .,r�/ r./ / / / / / -- Ol TYP• SYMM RI CENTERMATES 21 0./ Lam" / (om(O 61 I \ W/2 OR AND `� ___ �/� 6/0 S-(SE NOTE 4 ABOVE) ` PLAN^ 2t TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (A SHUTTER* - •301 Arg a.T1(4 _ FLORIDA BUILDING'CODE(Non High Velocity Hurricane Zone; ©2017 EASTERN METAL SUPPLY,,INC. A�II�''S'►�`'.'�:3Z1 ISA,%. . 02017 nLrEco.INC. BERThA f7VI1A == - I Accordion Shutter System i * :* ILIECO INC. A S S A. HV. BLAZE#T W/OR W/O H.V. WICOW DACE 3..0�7• <TX' 1 �lQ• TILIJT TESTING & ENGINEERING COMPANY American Shutter Systems REV__No DESCRIPTION oATE ORANN B+: Lc. _ 1 r©•''., F -,,,,e 6357 N.N:3WR SE.Sle.-JOS MUTTON 6A ED.S.FESR4N 33165 Association. Inc. , OLD 15-DBS 07/27/17 DAIS• 07/27/17 fid. .�ORTDt`' - Phone:(305)871-1530.FOX I(305)871-1531 4268 Westroods Drive a _ - DRAWING No s,�•••.• ,,� e-,cc®LB�6O19Lcom West Palm Beach, FL 33407 3 17IG No QNAL E WALTER A MLT Jr.1,,.E. 074 ,•1 FLORIDA UO./44167 5. SHEET P.E. SEAL/SIGNATURE/DATE s 19 OF 20 • • N I _ INSTALLATIONS W/ 1) HV BLADE & HV CENTERMATES j 12.000-MO. Min.ASTM2A-6533CRA E 40 6'n.--2 MIEs Oz. ' Min.G-60 GAu STEEL _ INTO METAL STUD WALLS * u6�83- F,T-r--� pea*METAL STUDS.AT 16'O.C, 10.09. W 9;?.•t uric urrrfrrrrn±r Q fi'O.C.' » ._Dt,,."T.-,-.-...-1/2. 475' * 'a 1/4 w fIOMINAI. au* =W w •••4 - ri r-'''4 GENERAL LIMIT TIONS AND CONDITIONS OF .US ALUMINUM SLEEVE �-- i ��12) o- FOR BERTHA( HV BLADE ACCORDION SMUTTED 6063-15 ALLOY da, b / liii ( SYSTEM INSTALLATION TO METAL STUD WALLS tT 3/4'z 6 Tf+'z k.435'THICK MI. w go COM,CALV.STEEL TRACK CHANNEL. 6 6.O.C. O 6"O.C.^. 11 1 {11 SEPARATION TO GLASS SCHEDULE ---3.0 3,000'- GALVANIZED A-653 GRADE 40 Min.C-60 -" I 4 GAWANlZED FASTENED TO STUDS SSS 1, MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 (psf) W/( 16.1/2- SCREWS ON EXISTING FINISH $9 '{t O z uuurnunurauoruururll INTERIOR EXTERIOR@FACE AS APPLICABLE ti■t �`a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION .43r LENGTH 4 1' MIN.SEPARATION +ui •b' tt� 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS p EXISTING GLASS-4 TD GLASS •' ® CO1/4"f6-20X3" BOLT ��yy,,,,__ (SEE SCHEDULE) _ _ f1T�) " 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c r �1 WITH 21 ARRANGED A SY METRICAL LAYOUT, 1=1 ( a USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" { EXISTING FINISH !7 -I 0 _ INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF 1.373'1 I 3/4'z 8 1/41 0.035'THICK Min. .(� 1 o .250"- .D5U' {'COW,CAL%STEEL TRACK CHANNEL. AS APPUCABL.E 1 I CENTERMATE. i {COW. A-653 GRADE 40 Mtn,C-60 I - W/ n I IQ (2RZED FASTENED TO STUDS ._1 •'.1"--- !W/(2);641/2'TEE FACESCREWSONII INTERIOR&EXTERIOR FACE o s Dc o 6 oc „ r i 1/4 1E.-20 THREADS ( Ti-3„.___L. \ ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 4 1J4"0 ELCO CONSTRUCTION 111 CENTERMATE 21 APPLICATION WITH BLADE i® PRODUCTS FAR-LOK 140 r,7r,r,nau ruuuanat:-I Oro 72 -111277-7-77,YARIE .vCOMPONENTS i/lin.SETH 5--653 CRAVE Aa I "',2A q CO 6" O.C. Min.G-60 CPLV.STEEL _ T" :.v ••• 1 MSS WALL HEADER/SILL INSTALLATIONS _F�c,sT,NG TRASH AS APPLICABLE SCALD 3/5'= 1" METAL STUDS AT 16'O.C. Min. •_ f� l •;'..l '( (TYP.TOP&BOTTOM) {L._,- ,... I __. e— - f (( I i i 3/4"x T4,GA6 1/4"s 4' 0.035" WICK EL, a qA ET,b LrXISTING CLASS ato deo, , I r!#b ASTM A-653 GRADE 40XMin,C-60 +.I GALVANIZED FASTENED TO STUDS. " 1{ T. , SYMMETRYCAL SYMMETRYCAL .:3: JJJ W/(2) ;6.T/z`IEK SCREWS ON i MIN. SEPARA7IUN VARIES1 ZE810R&EXTER)OR FACE ' • ; CENTERMATES W/ I 'CENTERMATES Wf ro CLASS 2' 4 � i (SEE SCHEDULE) M�z. '..EXTERIOR ACCESS SIDE I :INTERIOR ACCESS SIDE:::•.;: ' j IN Li ,iii, , 1 AO 11 _., („, -- L _—_._.__.`� ._.`> _ __.___._. _ � ---_---;44,..,-_-,-:1 __ ______ aw. - ___ A.,..:,.....„__„.„,_______,_______„ ,. i� T� 7A` J ,.. ARris ' /�� sem__- ,I 7:2 / }fir' ~ ® \z� • a / LOCATED A7 .�.ii'' z, `�' �� � ��� 'z 1. / ..�.. !dV HEADER/SILL ENDS 1 {lIllkWilr4P. �� — 1 �,, VIEW Y V . 4.10. 6'MiP.) • 24 �' SIDE CONNECTION TO TRACK 3 1/4'(Typ.) 6"1/2' (TYP•)-- 7 I' '7" 6 1/2'MAX.SLACK Tk�k_._-... ,Cont.) ' HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; ""- 1113+„-•-�'s ©2017 EASTERN METAL SUPPLY. INC. 1` 1.(]A.T L4/'r+'„".- 02017 TILTECO,INC. t. l` 4 1 BERTHA HViM ' IRAs. Ng s'�� A -- — / I I L.I E C ' INC.; \ Q S■S■A,■ Accordion Shutter System H.V. BLADE#1 W/0R W/O H.V. ,MK/OW BLADE • * :• //f';fj) * : TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REy,Nq DESCRIPTION CAI£ CRAM DM. L.C, ▪ ~ i 6355 N.S.36tH,SL.Ste_+_n5,hRaNu GARDENS,ttoROA uTcc Association, Inc. 1 OLD 15-085 07/27/17 DATE. 07/27/17 -C• STATE OE ' ”.' Phone:(305)871-1530.Fon:(305)871-1531 4268 Westroads Drive 2 - DRAWING No A" 4L $ a $:HRow000Loon, West Palm Beach, FL 33407 a 17-107 • •%•.c{.'•-.COR14p c, ,.„.1 Wa.TEE13-00111.5.P.E. + 'E'Q/••••• ii�} FLORIN lic.;44187 S SHEET P.E. SERLTtTREJDATE s. 20 OF 20