The URL can be used to link to this page

Home My WebLink AboutProduct Approval } ", ;relit itis ,P ' '�?" �°� �i =;avev'� �tra ys ,,,,, SCIS Home Log In �User Registration ! Hot Topics j Submit Surcharge E Stats&Facts � Publications Contact Us BCIS Site Map � Links } Search r-i f7oc : Pr ( 1. Product Approval `.�=# �USER:Public User RECEIVEft ll Product Approval Menu>Product or Application Search>Application List>Application Detail tl z FL# FL389-R9 Nov S 1u18 - ,.,, Application Type Revision Aerrnj�j Code Version 2017 Sty Luc�epartment Application Status Approved Co1�nCY Comments Archived 0 Product Manufacturer American Shutter Systems Association,Inc. r ' Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 113„, (561)209-8263 r) bfeeiey@eastemmetal.com ! 0 Authorized Signature Bill Feeley �A Irodriguez@easternmetahcom �4.II +ltraij Technical Representative orece, Address/Phone/Emailit . 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 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF • Referenced Standard and Year(of Standard) StandardYear j 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 HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV 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"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD / pressures. 389.2 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports . rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes / installation drawings for other spans and pressures. �/ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF 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 ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes OM E i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I, The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Il Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. , Product Approval� Accepts: M • IcGCU • GENERAL NOTES: I. BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(FED.)HAS BEEN VERIFIED FOR COMPUANCE 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 WEND 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=O.BS,USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONOmON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV.BLADES Cl) & # BY MULTIPLYING THEM WY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 1HRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS ILSILO,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTOR 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 All.REPORTS: TYPICAL WINDOW BLADE&WINDOW:DETAIL -IN ELUDE.® #0214.01-03.#0715:01-03,11004.01-0S. #1214.01-05,,#0317.02-06,1D609.D1-1D AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE Cl)AND NV WINDOW BLADE 0A AND E-1596 STANDARDS(MISSILE LEVEL 0;WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -ITV WINDOW BLADE ET.0#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE REVEL 0,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,HY BLADE®AND NV WINDOW BLADE e ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CEMERIJATE DETAILS HV SHEET 8 ( 3. BERTHA H.V.ACCORDION PINS HV SCREWS, USED AT.BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND 114x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES SPOTLESS STEEL SCREWS WITH 135.0 ksI YIELD STRENGTH AND 180 kel TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV'OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICA SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE'HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY.IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE-. CONCRETE & BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 1151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.HELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AI51 304 OR 316 SERIES.STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE U: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET' 16 INSTALLATION DETAILS S-X,WOOD SHEET'17 HV BLADE IQ&el WORKING IN UNISON: 12; 13& 15 END CONNECTION DETAILS 7-12 & X.WOOD SHEET IB 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 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE Grp ONLY 9.IT SHALL RE 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU_FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN"INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME.OWNER.TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL IN/AND HD AREA 4: HV WINDOW BLADE 1n ONLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT'ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNO 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 ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(c)THIS RED.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 Or nos 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. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS RED,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME DIEENGINEEROF RECORD(E.O.R.) FOR THE PROJECT AND VINO WILL BE RESPONSIBLE,FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO'THIS LATTER THE SITE SPECIFIC DRAWINGS. FOR REVIEW. (e)ORIGINAL PED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,FIpAUAA'...,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone). 1 11 ®2017 EASTERN METAL SUPPLY, INC. \ty1H�Pll��HCENS.. v-t 02017 TILTE D.INC. BERTHA HVTM � '.. Accordion Shutter System A I I L I E C:O Ii C. A.S.S.A. RV. #./IDE#1 W/OR W/O H.V. VI1P BADE L 7T'1 /*,' �i ' American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.6. t. �jJ(,I(�f z TILLIT TESTING & ENGINEERING COMPANY .d9; A ° \ Association, Inc. OLD 15-085 07/27/17 RATE: 07/27/17 Z. • \ 6333 ICM.351.SL.71.153 NRGeAA CAPONS,HSS 13166 • \ 4268 Westroods Drive z Phone:(705)-71-1530.Pox:(305)871-1531 DRAWING No :��''['1 .R• y'�(('AQA��L11\ R m EB-0006775`gym West Palm Beach, FL 33407 3 07 �V faNa1 t�_ ,I� WALTER TILLJT Jr.P.E. Y ' FLORIDA Uc.1 44167 5 SHEET P.E. S`FAt'/SIONAYURE/DATE 6 I OF 20 i„_ p c,••••r99 two 0Y DUCE 1 - VAPoE5 91:' �s g • 7 P .• 1 a' A' o Max. 010. \, o Qi ` P.454' 1, -_ __.,:l. ' --�) 5 .09• iy 11 ... 1 4.71' _1 ) o`• _-. 4.105' 11--- 0`�• r,, {.:7• I 4!999_- 1 HV SOLID BLADEn^ .3757 / Z�' 0 HV 90'/180' STARTER ®HV UNIVERSAL FLOATER 4 QUALIFIED FOR USE W/ COVERED UNDER US PATENT >I 5458179 QUALIFIED FOR USE W/ HV BLADE® ®HV DIRECT MOUNT HV BLADE® ©,k HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-16 ALLOY AND TEMPER BLADE ,SEE LIMITATIONS OF USE OF BLADE ®ON SI-IEE 19 6063-T6 ALLOY AND TEMPER .124' r 6063-T6 ALLOY AND TEMPER. 1.500' - ---51 e .670" ;io 2.670' I .556' ',oil Mili .934' . • 000' . .670' 2.226' / 117111% I°'n \ ... ^, -L 4.897' �,' o ni 9. II vim' o RI 7...1.1.n -1 1 4,436" 125' ■ _3.175' r,072• I 10.. 2 �7 HV ADJ. ADAPTER W/LIP • --4..920 .26' QUALIFIED BFOR QSE W/ HV CB;HV WALK-OVER TRACK - �� ®HV ADJ. FLOOR TRACK OT QUALIFIED FOR U E W/ HV UHV TRENCH TRACK 55" 3.7 D • 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ I-IV 6063-T6 ALLOY A TEMPER BLADE0ONLY. 1 HV RAINGUARD. BLADE i� 6063-T6 ALLOY AND TEMPER `QUALIFIED FOR u E w/ Iiv 6063-16 ALLOY A D TEMPER D PARIES m Milli BLADE 1 l" 1.915' VARIES 1.936• 6063-16 ALLOY A D TEMPER 1.917 • oI OB3' - OBJ' m � r 9]' 1 �• .1 CI 993. ,1771' -093" '2 n . " 1nl m 160' I1 1.3 •m I 1 '! ... : 12 .093' II1.� I 93'. •i ,u' .0,0" .060' 1TF .060'oI Ifi70 c`�P ._L,aRRR��nnnliil ,4 - 14 . , I ;. %93 I 1.686• i� . ' IT .3.520" ,J a 3.529' j. 6.7D 4„ 12 HV HEADER/SILL 13? HD CEILING HEADE' SILT, 1_____....3.52q7 •11 HV CEILING HEADER C C 0 LIFTED FOR USE 50/ HV SIAEIE(i ONLY, QUALIFIED 063-16SALL0Y HV AND BTEMPERRONLY QUALIFIED FOR USE W/ HV BLADE® HD WALL HEADER/SILL SEE SECTIONS FOR VAU01T1- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE-W/ HV 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER -BLADE®ONLY. 6063-T6 ALLOY AND TEMPER 1 -- COMPONENT A '.0 11 12 X 17 1 MN X MH Y MN l yf 2" r �OJ 25' 1' 1' 0.062' N 2' 5'MAX. I/0' 11/8' - - r f r 10.°90' t `7 - li I B 2' 5"MAX.I 0.192' 0.192' ® SIDE ANGLES B - AL - CORNER POSTS QUALIFIED FOP, USE W/ HV ALUMINUM ANGLES 9 z2.5'' T M 0.190 ('0.19°" UALIFIE0FOR USE W/ HV BLADE 0t QUALIFIED FO$ USE w/ NV BLADE 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. (0 i. 2' 5!MAXI 0.139' 10.131' 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 5 A15„/,,,,.,„ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) EE155r% A- Tt €72017 BLTECO,INC. 19 2017 EASTERN METAL SUPPLY. INC. r BERT�IA I1 l 'y1CM .may'. / INC. ` A Accordion Shutter System 1 L E C O H c. ■ ■ ■ ■ . KV, (ODE#t w/az w/0 KV. MEOW BLADE *: - - //) t. •'! TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION. DATE DRAWN 0 L.C. C 'P Association, Inc. 1 OLD 15-085 )07/27/17 wre: 07/27/17 Sss5 N.w.Sso�a;5m.305,NRwrtA GNIDERS,110?.Dr MISS cc i 4268 Westroads Drive 2 7 Q�S,F Or 3 Phone:(]05)071-153°.PO,:(305)871-1531 DRAWING No !L e-waE 10000719 e0m West Palm Beach, FL 33407 3 110 Wu^TE0.A.7¢L7 Jr.P.E. 17-1 1 07 /0aNG 51 PE 5fa � h JE/DATEFLORA 1M. 44167 -- 5 SHEET -- 6 -- -- 2--OF 20 _ ...._ I . . 4.660" r. t--.......i ..•i• 0,1347, . , Tr0 4,570: I 1/4"-201,1 • I/4,20 DIE .745- CAST '1 ..liousING 01AmEt. 1/4 ,, - , _,..... go.,3- '0 I . Ao' 1 sotv, 1 THREADED (2 SW) bi AIMED PNHTED THREAH,, i... DIE CAST ., / HOUS,NG ENAMEL ='; co, sumo PAJNIED i A'i .. o I I • S.imam 8:5•0 ' MINIM • 61 ._, ., 1 =I EGRESS TuREI cfr:1;\l' •Pc... / ' -71 .062"_I 1 nE 1,:„ § ...: . . r._......11.-, ,-,1 , 1 to A ,9, .'“I , KNOB. . 43.1°---m ''4.I"i '4.1 •fei L511-] s'° 11511 1 ;• - ...5,• -=1 ,-.!... , , meg-11 1.... .\\(...,,,i . ............ , 7" / I kle ,/r t4 I 1.325'I . I • I,, '1 1 O.V.S'--‘ 4 (A° 0.4A, , li BRASS CYLINDOE &KEYS(CHROME Mr BRASS CYLINDER (CHROME PLATED) o ---4) illIk 1.? 1 PLATED) L P.:0"?..,Alit .... RI in,,:j (3 NV CENTERMATE -tp, ...1`.. 40 HV EGRESS LOCK QUALIFIED FOR USE WI NV BLADE 0&g ONLY 9 HV FLOATING CENTE,RMATE -;, d ,,..41! ,r- ' ee.'1.1,-3Z,52.•.. 7 .ANL .• Egi HV LOCK ...._____ 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ NV BLADE W&&ONLY 4,-.z., 3.023* I .87r1 QUALIFIED FOR VSE W/ HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER (i.3) NV CORNER CENTERMATE BLADE([)& 03 ONLY. BLADE CI/& 03 ONLY. QUALIFIED FOR USE W/ HV EILADE(j)ONLY 6063-T6 ALLOY AND TEMPER PLASTIC HEAD • 25o7 OA .518" - r.,-- I ,-972"1 %).. - 4.045' 2.076" 1 .3" c ' ."- r 2 " 4 1111 MOLDED TO SCREW ... IA 1-W"" W o , 421 ;1 1 -- I., . 7360"AFTER RIVETINC BEFORE RIVETING ?. b 2 • ,,, *•-'6 m .4. 19, ).-, MINIM 3/4" r11 ri 1 .. 0. I.( ri \ o _MOTHUMBSCREW 1/4"0-20 RIVNUT* , I '_J."4).I Y- g . 141 ,11111 *.i_ 'it , ,_. -Lw. . *SEE6ES,9444.AL51411W(2024-T3 ALLOY)LARGE'RANGE TERI( -TT SHEET NUTSERT PART.#OB20.AS MANDFACTIIRED SY HOSTEL -2755 7 .--- . L__,Z,ZW.__-.1 -- . . .82r1 CHERRY TUTOR)+,PARSIPPENY,NEW JERSEY 07554 OR EOUAL PLAN ', MONT LUNATION 0 HV MALE "T" LOCK CENTSRMATE - i 4.566" @ NV ALTERBATIVE LOCK Ct LOCKER FOR "T" LOCK CENTERMATE ' QUALIFIED FOR USE W/ HV BLADE 0 ONLY 43. HV FEMALE "T" LOCK CENTERMATE 0 HV "T" LOOK QUALIFIED FOR USE W/ HV BLADE CD ONLY QUALIFIED FOR USE W/ NV BLADE 6063-15 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE WI NV 'c ONLY W/HV BLADE 0 ONLY. . 0 ONLY.BLADE 6065-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPE - 'F1 I il 3.161 45 1 r 1111:3 f- rf, ki' .1 ..x. I •.i.4)2.i i ci .oar 1.,-,i 4 OP 1 I '.1:11,11ih.1 ,.. 4ZP- :.5...4„5.i.,. . •••• ---TCYMUMETURN .214 .062 21" .7 . 9 KEY CYUNDER RR Ti 11. . ,..1 I. ... Ow 9. 0.8755 MIA. .1 A,r. 1 .126'Mon. g ND CENTERMATE W/ NO WCKING ROD # HD CENTERMATE W/ LOCrG ROD ,R.;,..i. 8 [10 ! .. - , 1.,0 -• QUALIFIED FOR USE Vi/ HV BLADE W& (A). QUALIFIED FOR USE W/ HV BLADE 1 && • 804. _r-__ . . 6063-Ta ALLOY AND TEMPER # RD CENTERMATE INSERT -11 -• 81 --*---.-7_11im-c-r.::A 6063-T6 ALLOY AND TEMPER. • .. YAWED le MIN. QUALIFIED FOR USE W/ NV BLADE W&e ci.. 3,....=4X" :".1"41"" ...' t I I . 1/4 0-20 5-5.ORairm-16 I 1. I)" 6063-TO ALLOY AND TEMPER ±1/2" 110 (SEE DEPts) ri .. _FTHUMBTURN oCYUR xNeyDER .... IMI . CYLINDER 1.57'Min. ,„, „... , , , • Max. . 1.78" y1/4-0 4 LOCKING ROD.6, - =I 1 - 1-10 LOCK QUALIFIED FOR USE W/ NV BLADE® 6063-16 ALLOT AND TEMPER NV 3/80-1 6 ACETAL (33 11V 1/4" 4:4- 20 AISI.304 81 REGENT HARDWARE.MORTISE LOCKS SERIES,2333 11006 BOLT LOCK. . ' LS. INSTALLATION WILL REQUIRE A 7/1p" HOLE THUMBSCREWS SERIES. S.S. THUMBSCREWS QUALIFIED FOR USE Si, FIV DLADE 0& ®D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FORAg-,,,XL J-IV BLADE 0 QUALIFIED FOR USE W/ NV BLADE® FLORIDA BUILDING CODE(Non High Velockt Hurricane Zone) .',... olict?,1%. rk4,-.... 02017 TILTECO.INC. (0 2017 EASTERN METAL SUPPLY. INC. e ..............i'l•',I,. BERTHA HIVTM ,` CE '. ''1.1‘. / 1 . . . Z. !IL IE C 0 INC. \ ANS,S.A. Accordion Shutter System . : -- z. .. f; ' .7 • 1 Ry. BLADE.#11 W/oft w/o kv.Ir000w BLADE *i dr,,,.„f) I , American. Shutter Systems REV.N; . DESCRIPTION DATE DRAWN BY: L.O. . S.*: TILLIT TESTING'& ENGINEERING COMPANY I sTATE oF i ; 835585.311.4.se-Sue.30,0RCEVA cmpa.s.nom,sato Association, Inc. OLD 15-085 D7/21/17 DATE 07/27/17 .-1)*-' „.4t,, 991069io:(305)871-1530.-Foy:(305)071-1531 4268 Westroads Drive 2 DRAWING No 0,s. AZ MC't.••••,k4, t$ 6..oloil:Vneco40% m co ER-0006719 West Palm Beach, FL 33407 3 --,,,,-6. ••••................... WA1.1T_12 A MLA Jr.P.E. -• Pt't&ArtSr3.1•1-pRe/DATE FLORIDA lie“i 44167 .. 5 SHEET 0F20_ • SHUTTER ASSEMBLY SCHEDULE FOR L—• r �1 HV V, NV VH' 3/8"04T4 i^_12-�NIIN.�I.EAWINCE 0625` 41 (E) -t J TO BLADE TCP„,,..--e) A 975" .:— — .G�i� 7 HV BLADE 1 I�:' �:.� ,' 1 "a' .0625 .0623' NV WNDOW BLADE 0525+ 1N x-z HV BLADE IIA "%t Di- BUD'S c"0 op,NtN+ 1875• Y MV LONG RECESSED NYLON BUSHING N� �--1oz� .�, • KN/U�C.�KLE i .0625 O.aszs` (3 HV SHORT RECESSED NYLON BUSHING I r 1 ©4111 .. •• 1 o W 1 t ; Rt.750flr y1 D.i FLAT PORTIQN • HV NYLON HAT WASHER Q OR ® ry,,,, if' if E--4,1_ t I ` 3 1111' l S HV WHEEL.CARRIAGE AlSI 302-303 SERIES -.455'0 40 1 i% „7,+1 .l x V.:T/02.8750' X /�'�}� �� / 0.870"x3/16" THICK NYLON WHEEL. ) `,^. NI 2 7/e"MIN. / NV WINDOW -T PARD 03.0,.. AL,. SEP2RAT10N i 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVETS 7 315'o BETWEEN .oe2s•�I�_as25` /� 1 ! BLADE L5 HV 1 3/4" ACCORDION PIN W/ 8 HEAD * EXTERIOR 'G: L� ''M L j1 d OPENINGS Ai Q cEcicRs 5 1'Y'Y to 7500" J) HV 2 3/4" ACCORDION PIN W/ #B HEAD * I it /rsl -4 " 0 �14 I i ( 2 t/4'I lgmRlw r1wAu03 II - I cleAR • POLYCARBONATE IMPACT RESISTANT NV WINDOW f t� ,� "5".TYPICAL )-IV WINDOW BLADE. AND 3g POLYCARBONATE HV WINDOW DETAIL N.T s. ' (1)OR � l,,,-.@ or 43REQDIREMENTS) I ®OR 0 ! , j *POLYCARBONATE IMPACT RESISTANT NV WINDOW li BAYER MMROLON 3103 POLYCARBONATE I..iIhV-------: J 12"MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC . To BADE BOTt+u INNOVATIVE PLASTIC TEXAN 103 RESIN * V'PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR "�1'�°�� Is .,Y V A/} HM till pn g a I IT 0 I 1---- I (SEE NOTE "F" ON SHEET 19). �1� (1p1 CA5 I J (1). NV PIN SHALL ALWAYS BE USED.AT ALL EXTERIOR 33 .N4 1 '1i ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 0 OR i C ---- 1e i EXTERIOR POLYCARBONATE SOURCES FOR 44 HV BLADE. TYPICAL SHUTTER ASSEMBLY �. MCA.pR1pE0is APPUCASEE RESULT STANDARD Ekk, 4.max.< N.T.S. NY PIN OR A7 - `/sa n4vc (2) HV PIN 0 MAY BE USED IN LIEU OF 0 ANO ONLY AT EX RIOR NPd"° '�' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� BLADE'S KNUCKLE. ODSlX:cn.3z4" �¢�3-�,�� {sE£NOTE • FOR 5FECE1C�1"n ASSY 11182 5043.bI' 1.043 4f' BLADE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. I `f' REQUIREMENTS) t y,]1A1CfA- .04$`-1 , 'DOME 9030 STRR01,1 AS[u 11638 9.400 p.ILi. 8.:08 RfC- TYP. ` , FLO300CL 51003.'3111,e vas /51L 0780 12,500 0,o. 13408 3.83 (3) NV PIN 0 OR' 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER �q i' J FLEXURAL 1460MUS ASiu b790' 3+0,000 fol. 345.000 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, °C N1iCHED 0:01 A516 0256 18 P1-10/In II TT-i5/InSHEET 4 P�R�pnN1_ry„--=—= WHEEL CARRIAGE; DETAILtier '47 0 C D91MT AS(M 112643 452 S 64,11 11492 N.i.s. ASSEMBLY LAYOUT SELF 1C OF'BURNING A85114 0163 10+1 04 900ASS t� N":fs. 12611,.03,.{I: 95111 8155 3Eri58E 00351-914 AFTER WEA159003 ARIA 638 9302 p.,.18840 1:3.;.. HV BLADE SOLID & IA HV WINDOW BLADE DETAILS TEN=S1050$BEORE 9501001$ ASN 636 8461 641 0800 p4J. N.T.S. ,i,7iszi,4,,„,,,, t+'`X41-A•Tl1Et FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AJ+A+ ©2017 EASTERN METAL SUPPLY, INC. ft' `� ............ ✓ 02017 DLTECO,INC, BERTHA �t fill s'I :.. GEh1$ **...9” .. �G�'f1�HA H Y TM fi / t L f E C 4 i N . ` AS A Accordion Shutter System ■ ■ ■ ■ RV BLADE#1 w/GR w/O H:V.WINDON BLADE •4p ; American Shutter Systems REV-No DESCRIPTOR GATE DRAWN 6Y: LC. . / p1 itr$ MUT TESTING & ENGINEERING COMPANY Association, Inc. t -ow 15-085 07/27/17 DATE; 07/27/17 O•''•,.Ai I .. Y it 6355 N,W.no,55,.71-15m. -on.Foo Ci )5,1 3316C • ......45, Et4268 Westroads Drive 2 tl Pnmf:(a6s}fin-ts3D.Fpx.:(305)871-1531 DRAWING No tft�,lQ A�t.��y t1 p-n,eE 000671a.<urn West Palm Beach, FL 33407 3 - 431 I A.TRU/ 4 17-107 ,,1 W#LTER A.TILUTJo.P.C......4n�1 s SHEET P.E. SEAL/SIGNATURE/DATE nARIR6 U<.@ 44167 6 4-0F 20 = • 3'at. s . CENTERMATES: G NOTES ON HV LOCKS AND CENTS MA (y 0' a c� ,° ,(4-3..,f'l,�„� 1, MWDATORY CONDRION#l;ONE HV LOCK of SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN •'LyL' OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105•, AND FOR INSTALLATIONS T ANY -/1 ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO' 1 OR 27 ` 1 I I - I I+ n CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON 1 I _ II �II, TYPICAL SHUTTER ELEVATION. 0.,('D. :1' rR 2. OPIIO CQNDITiQH it. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ( � •. '•I I I LOCKS RS OR CO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES R, I OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. T ,, '!W' f LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �' V 3. •JI D.: .0.'11 1, II I. • .. 11.10, ,:...ATORY CONDInou#1 OR LIMITED MANDATORY CONDMON /2 lS-USED'WlTWO N.V.-LOCKS)• LOCKING RODS A' ARE NOT REQUIRED AT jURRICANE POSITION, BUT MAY y O �o yp oo 3 ) T 1. BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS 6 DR AN ALTERNATIVE DEVICE ,�-� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 ,. KCry7�r ,,�; 4. MANDATORY CONDRIDN V.ONE HV LOCK Q1 p�6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN g yr C 'v i1 1I AND INSTALLATIONS AT ANY ELEVATION. H/LOCK 104 or g?SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. Q ATTACHED TO CORNER CENTERMATE.W/(2) 1/4.0-ZO x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS i�9 4 Bz I AT TOP do BO M SHALL BE USED. LOCATION.OF LOCK SHALL BL AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALLBE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I ` Q dx� b IIBE 5.�1$S ALTERNATE TO MANDATORY NOQION 11 VALID ONLY FOR HV a W SSAMFTRIC*L CEIAEAMATFR 0 ^- 33 OR Q7 ONE ALTERNATE HV LOCK S MAY BE USEl�IN DEV OF' HV LOCK: or�5 FOR ANY SPAN AND g� G2 2>: INSTAiIATONS AT ANY ELEVATION. ADNATE LOCK�Ij MAY BE USED.AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT -\ IG Ty I giC OF 1/4'0-20x3/4'.S.E. THUMBSCREW TO QI OR I CENTERMATES SHALL BE MADE W/ 1/4.0-2003/4' ALUM. / i+, :_,.a> NOD-Nvo �S� RIVNUT AS SHOWN ON SECTION HUE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 �. ,'v z�E4$ ^`; LOCKS AT 1/3 OF SHUTTER SPAN. `rte �/ ,�I I &&``'`d''I 6,MANDATORY CONDITION 33 FOR KEYSTONE MOUNTING INSfM1ATION5: ONE HV LOCK ar t.i or SHALLBE I I USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUITER'SPAN FOR SPANS UP I TO 96*.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 'or @ or @ MAY BE USED AS AN INSIDE OR 1 1 - I -- - 1---1-- - �� I illi OUTSIDE.LOCK, ATTACHED TO QI or.g SN.IMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.D. SEE END--1 . M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER.ELEVATION. USE OF LOCKING RODS 0 W/8. CONNECTION � 1 1 OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Q. O. E) $' (i�" CD 0' ©'0' 1 0' 0' 0' � 0' 1 SBETYP.FULL m' `` *NOTES ON NV "T" LOCKS AND CENTERMATES: HEIGHT. \ OF CORNER , ,,, .,. --- •PED x:Om `1 1. t,•,, . In..1 1. ,..L,a I,.1.11,,. 3•: .. �, r .R.iia:,.•la. r .,. CENTER METE a ONE ALTERNATE HV T' LOCK 1 MAY BE INSTALLED IN LIEU OF NV LOCKS �1 OR®.FOR ANY SPAN ANO A 1��cA(.6 .®co T D •,i_3). ISSTALLTT AT ANY ELEVATION. ALTERNATE LOCK ® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT L'9 L".l 1 OF LOCK G9 INCLUDES.USING REINFORCING LOCKER 1.AS SHOWN.ON SECTION HAG, SHEET 9,WHICH MUST BE TD•C)w�•(37' ''i'''DR CONNECTED. TO CENTERMATES §AND W/ 1/4'0-20 x 1 1/2'LONG S.S..THREADED BOLT Y7/7/8'0 x 3/32'_ O.(� .��0 (1--) 7 . WINGNUT OR W/ 1/4'0.20x1'S.S.M.S:.INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTAI I FD AT MIDSPAN OR 12' 1 Co MAXIMUM ABOVE AND:BELOW MIDSPAN. USE OF TWO LOCKING RODS ig TOP AND 8070M IS MANDATORY. .@,,,,t s• 3j. •Q5«n i a•@ *NOTES QN <ND LOCKS & CENIERMA'TES: 1.FN No M(34 OR 9 FOR HO SPAN AND INSTTES It RALI.As;TIO2 NS AT ANY ELEVATION.i ONE ALTERNATE HDATE HD LOCK LOCKAME 44 MAYUSED BE USED OF TYPICAL t1) HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSID., LOCK.,ATTACHMENT OF HD LOCK 3Q TO0)IS W/3 08 x 3/8'F.H. S:S-M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT Mx. A5 SHOWN ON.SECTIONS H09-HUB AND HDC-ENC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL. plu7i'" , 1y1'1 ‘CR ,F'4/•. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane n e Zone ) `'`1� ... _ 02017 TILTECO•INC, 51 2017 EASTERN METAL SUPPLY. INC. + .-' \CENs'..' k BERTHA HVn1 * 1., / '1LIECON ` Accordion Shutter System IC. A S S A■ FV RAE#1 W/as W/0 H.V.ViTPWW BLADE '. / ,e,! * ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems "BEV.Na DESCNIPTON DATE DRAWN.NV LC. FAssociation, Inc. I OLD 15-085 07/27,N7.DATE: 07/27/17 ., '• W55 RA Mut SL,Va.N)5.NRPN'.A GIPC,J6,FLORD+33166 ©.'' F . 4' \' Ph000:(305)971-1530.Fox (305)971-1531 4268 Westroads Drive 2 DRAWING No •''..SLS• � R..... .\.�Q,,,1Lt ,-n,ea:wl,e0000'.eem West Palm Beach, FL 33407 3 1 7_1 07 S/C)NAL tt*I TAIL W.LTEE5A.-000Ur Jr.P.E. ' •A r, RORPJA Lie./44167 5 SHEET _ P.E..SEAL/SIGNATURE/DATE, 6 5 OF 20 • -CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED (SEE SCHEDULE ON CONCRETE�� CONCRETE, SHEET 13) REQUIRED ORS 1/4'0-20(3/4'S.S. MACREQUIRED FOR �,1 (SEECS HEDO ECH ON W/111/4-S2D SCREWS -CONCRETE ANCHORS ,� \ • ©1$ S�A QYSTONE(SEE uOUNTING®ON SHEET 7) (SEE SCHEDULE ON SHEET 13) \\\ - SHEET 13) NUTS® 12"O.C. I T. 1 G !' 12 OR 4� # r min. _I/4"0-20x3/4"S.S. Min.-- ,t7.----.-- - L, `i —EO EO— MACHINE SCREWS /('I'nt - -':i 2 I ,V I ��2J� I © 12"O.C. 1/2 D.. i % 1111 Ilii .25 0 h1ox. ('« 13f� I 13 O 'f' IE. D. ,I(-"� IIIA SR ,E D.!'; ._.... o.i'• —O`OORR'15 .250- 1 I.' ..•' I , ' I �. I I1 .250•Max. f!1 I I �+ �� I Mnx. 1 _ i s t 1 OPTIONAL. I i 1 I / I I ! 11. I:.1 • 11 .r II y.. i J OPTIONAL. .Ii i I-.� RR CLASS(SIE j1 t_ • 11 FCR (O O OR fir• .1 MIN.SEPARATION TO GLASS 11' 0 EXISTING a SKEET 19 FOR E%ISNNG^, GLTING d'DS®m+(y MIN.SEPARATION TO GLASS I -O GV55 (SEE SCHEDULE ON SHEET 11}"'-''T' • EXISTING r(SEE SCHEDULE ON SHEET 11) 4 I I V 9 GLASS--I QA HV WALL HEADER INSTALLATION ^ -�•-I• ©HV WALL HEADER INSTALLATION ®J HV WALL HEADER INSTALLATION + KEYSTONE EXISTINGcr- ' - I MIH.SEPARATION TO GLASS 'r 0 _•� • AOS(a1 '^'�'• (SEE SCHEDULE ON SHEET 11) ' IS GLASS(STEP I . 1 i O OR V 0 EXISTNG_j L- 1 h11N.SEPARATION TO GLASS `—1�F soar mnnv I a1 `(SEE SCHEDULE ON SHEET I T) GLASS I a1 4ELT 19 FCR M llluuu a FHR$li+' EXISTING OPTONA. GLASS--+ It f D• i i a EI pry{ (Nps ,r Ilii .iii, 1 i 'Hm,f---iN (-E D• . .n � �L•��{: 1/4 r .I _ :'• ' �-OPTIONAL 1/a•Max. ..; I �' '*-, L !,_' l� (� I p0 r I EO:• I 13 OR 15 �- 1/2• ! ,... ID OR 19 ED ED T— 1 I t [I 12 OR 14, "-1�'' -!; 1/4'0-20x3/a'S.S. / ' -Min, / PHILLIPS TRUSS HEAD �� 1/4"0-20x3/4•S.S.PHIWPS / - CONCRETE ANCHORS / �oq 18 EQ EQ-� MACHWE SCREWS USING t %- CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 1'j 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W tie-2o NUTS• 12.O.C. POURED CONCRETE J 1 (SEE SCHEDULE ON SHEET 13) , 13) / / f kin. POURED CONCRETE SHEET OR CONCRETE BLOCK� 'y_ -. DR REQUIRED CONCRETE BLOCK WALL REQUIRED ( / HV WALL SILL INSTALLATION / (SE SCHEDULE ON NCRETE ANCHORS REQUIRED POURED CONCRETE) SHEET 14) �F HV WALL SILL INSTALLATION OR CONCRETE BLOCK • WALL REQUIRED �//Cl HV WALL. SILL INSTALLATION NOTE FOR COMBINATION OF SFCTIOINSTALLATION DETAILS W/ ASSEMBLY SHEET1-SEE 4 FOR TYPICAL SHUTTER �E.D. =EDGE-DISTANCE • SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINE (SEE SPECIFICATIONS ON SHEET 13) BL1® �j`,ADE. ON SHEET 19 (1) I-IV BLADE IN,ANY WAY TO SUIT ANY INSTALLATION. rl4Fl///nye +!1`!lii1FP! Zft(j= FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) `,,1,'..- �`V I-NS• ,✓�_� 02017 71LTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. . F .. . • / , BERTHA H''VTM '.1..4,.: �"I L E C O I Nc. \ A■ ■ ■SS A Accordion Shutter System H.v. ELACE#1 w/OR w/o H.V.W4PD0W BADE 7�� American Shutter Systems L--it‘ • ^� •6`+ TIWT TESTING.& ENGINEERING COMPANY REV.Na' . DESCRIPTION DATE DRAWN BA L.C. ,tf•• ZOR1Dp l(, T, 6355 5.W:35th.SI..Ste:303,NRGKN GARDENS.000:06 33166 Association, Inc. I OLD IS-085 07/27/17 DATE: 07/27/17 '+Gs+ .•... 111 Phone:(305)871-1530.rax:(335)871-1531 4268 Westroads Drive a S6 1 •• e-mtil:tateeoeaoLgom DRAWING-No fONAL'�N T'T1 , EB-0006718 West Pdlm Beach, FL 33407 3 •.../..A•�'' WALTER A.TILLS Jr.P.E. 4 17-1 O� FLORIDA Un.r 44167 P.E. SEAL/SIGNATURE/DATE 5 SHEET — 6 6 OF 20 ... • CONCRETE ANCHORSL,---- ----. ,---- ' ? • ' POURED 13) AA SEPARGICN 0 OR Ce i 0 i km.SEPARATION TO otAss , CONCRETE \ (SEE SCHEDULE CN SHEET Sti4714AE 04 RELT :... . EXISTING -rn, , ,(Sa SCrIEDULE ONTh 1 REQUiRED CLASS--) g L . RUT 1 0 [,''/ . :777---It-7-::2-7-' ,•' /., Ell 7 -1Z.T.61-11).^-.1. 1 F ..WARREN :1 h to..... , r ''' /' ' ':: ::-- ' ..-',E.:9."' '::„.- • , APPLICABLE DGSLTAINSGHicES(DI64 . ' — r-mCAtSsNoSEzokoAL) 4 . I Il • -' ,' '' . .. • • , ,' ..- :' .• .'' r 1 I 'Ili ALTERNATE i i' EXiSTING , ANCHOR mi . ....,ira LOCATION 7: j, , ctAss-/ 11 • - — - „A-----11111iw----- III . 1 fig ,--...' #10.3/4-HEX wASHER HEAD .1•11111M MID" •:, i 5_,:..:• VD-ms,,,,.I •••,,, TEX SCREWS ED 12'OC. 3/8 IAN 1 ...," CONCRETE ANCHORS ii - MI HH ®. 7 1_ _____ (SEE SCHEDULE ON SHEET 3) . , . E 0 - , ''''' -c7 / ' •/ / ' i "- /,",/--'. -'.'-EDGE OF f , EXISTING "-. SLAB IF - GLASS-. F 'MN.SEPARAWN 1 •4 • nun() FIAT HEAD CONCRETE ANCHORS, 3 OASS(SEE 'ft II: - E.D.. RETE (SEE SCHEDULE ON SHEE14) T __ &,SOADU.E O.sHEET - CONLHCit.' CONCREQUIRED T LI FCR DADEEDAND ' • POURED REQUIRED EN Deal to Pol , ' 1 OR ig-CONCRETE ' *-1-- - FLAT tiEAD CONCRETE ANCHORS 67,1..\ 1 Evoasv,8 . A REQUIRED C.D.* E.D.* (SEE SCHEDULE ON SHEET 14) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. 0 HV WALK-OVER INSTALLATION DESIGN PRESSURE WING br FOR SPANS PER CR HV FLOOR INSTALLATION T SCHEDULE #3, SHEET 11 0 HV CEILING INSTALLATION :EXISTING r-- AN.NOWROWN .11 I , . CONCRETE ANCHORS clAss-1 NT truSS TOTE SCREDULES 1 WN SOWP.M. . lilt (3, (SEE SCHEDULE ON 7 ,i"e Lnv DULLISEX LRCM w/ 'ITN IITMT In , 0 —AI--. 1 ' sua-r 15) AFAMNCED DEREADECRU : Tr ID II; 1 EXISTING t TECHNOLOGY CA 1/4'0 MAULS , 1/4" EXISTING_...; 4. EXISTING--t GLASS--; , F 7.51ENERS TAPER+ANCHORS W/ MAX. : OR i , ; 0 i 4.0 _.3 TIN.WARW.t0 WW1 ' 1 3/4'ASN,ELOCOMEND 9 s' II 1FRA swilAM Du HT • 0.C.FOR mpOP:me.f.'-ClooTe*SPAN,:/.1., '7111111-J-- --11 . • 4'0.C.FOR SPMS LARDER THAN : - Ti ./ ' ' ./.1} S'-0*UP TO C-17'W.X.APPLY—7 , / , .,..1.1 SENOR AT EVERY FASTENER HEAD i r ___falli 1.1 '7: N . !si ' SHaT 11 FCR USER... 3/8' ' '' , . ----"; -"*......._________nit . Iii@ cg C' . D/.. A . , 0 #10x3/4 H 1_4)4r .,,, WASHER HEAD li,t,.• ,..A , / 'i : . .CO a SEALANT _....... RH - ' ,....„.; 1 . , .. ,,.,, . . ' -TEX S.CREWS , , ,,,. e, / 1 _ ri I, C 12 D.C. . j„,6„,,, ...„,1 , ., '' . 11" •• ,..,,,./..,---s.., A r, #1443/4 HEX HEAD / g I ' TEX SCREWS 0 Er / .i . (4,„(:--.7., L.-7w%II „,,,,-0141,3/4" .. L.,,.....,_.;___., /*IIIIMN... 1111 OR 10 S.S.M.S. CONCRETE ANCHORS • s .. Max. W/NUT 0 9"0.C. , -(SEE SCHEDULE ON 3^', .. T. , ''../."• i t,...._,J9L.Sk.:E_EL,14) ,-, ' .. . aISIING NON STRUCTURAL , 2.00'idiN. WALL TRIM(CIECONATNE 1/2"41' \ SILL) ,1443/4-F,H.S.OS. • • URI. • F • 0 9"0.C. 1 v. , 7,8,,......„; / / .., .„, J, APPLICABLE 'I: ). -CONCRETE ANCHORS SFE 1.015 NOTE 13(b) -4-4.-Z---JS, , -, •,,, , „ „. _PORED CONCRETE .'• ..,, I CURED POURED CONCOETE-' (SEE SCHEDULE ON ON SHEET'I POURED CONCRETE--\ \-SEE NOTE 13(e) ON SHEET 1 • • .. , ,, , OR CONCRETE BLOCK. SHEET 14) ---\. [, , , ,J , .../ , j OR CONCRETE BLOCK , ' REQUIRED REQUIRED 0 KEYSTONE MOUNTING INSTALLATION, OPTIONAL-, POURED 10 MV WALL FLOOR INSTALLATION ® HV WALL WALK-OVER INSTALLATION MAXIMUM As.o.CCSIGN PRESSURE:.64-72 pe CONCRETE IAAJWAUU SHUTTER SPAN IT-0" REQUIRED 01 HV RAINGUARD INSTALLATION 1- MI6: • . t THIS INSTALLATION SHALL BE agifF-ECE.S.Q.MBINATair-QE.-SECIatti1 *E.D.-EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE ear • SEE UmaADONS OF USE FOR 1-SEE SHEET 4 FOR'TYPICAL SPLUTTER (SEE SPECIFICATIONS ON SHEET.13) oR ENTRANCE • BLADE 80N SHEET 19 INSTALLATION DETAILS W/ 1 HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0141\IVA.A. 71//,-, ..... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) e„*,,,,,.......•.......,,,, ,... 02017 EASTERN METAL SUPPLY, INC. / N,GEN84(::-....4 .,k, 02017 IILTECO.INC. s ' BERTHA H'VTM / IlLiECO uric. \ AsSaS.A. AccordiOn Shutter System H.V. (UDE#1 W/CR W/O RV.WIDOW BLADE 1.111 • - — . American Shutter Systems NNa DESCRIPTION DATE DRAWN BY: S.C. :13 1.._ . 1 4:1) :&„, .: TILLIT TESTING & ENGINEERING COMPANY \cli‘.... Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 5 N.W.351h.SL.WA 305.RAW.CAROMS RORDA 33106 - 0 11/4.•-''.44'-7$' "5 ' ....,..es,r.....aa.,...74y„v, Phone:(305)871-1530.Fos:(305)871-Ism 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 .... :49NA t.k.‘ i'l ---,. L. 314 e-nrch filtece0 .com EB-000E719 4 1 7-1 07 WALTER A.'Rua.r.P.E. .IF 5 P.E. SEAFLORIDA Lic44167 SHEET L/SIGNATURE/DATE 6 ' ' 7 OF 26I . ...__ _. II SEE ENO WALL CONNECTIO DETAILS ON SHEETS 10 & 18 *SEE NOTES ON LOCKING RODS®,HV LOCKS®ar INSTALLATIONS Vi/ Q HV **aoE ALTERNATE L �V FOR ALL OUT Bo �M1a IN "it EXISTING GLASS (� CENTERMATES [ L. rr BLADE W/ HV CENTS MA I ES CENTERMATEa.APPLICATION WITH mug) O CoA®•�an®ant 0•�cn ai- . OR SEE END WALL CONNECTION t o r Q* �-0', t(3 an E%STiNG Gi GS DETAILS ON SHEETS 10 & 1n ®*0'©°R0'0`0" 41 f ) X'0'0"®.©"'---7- _—__ lr I 3 1/a' 7' 6 Ill' ?. z6 AUDT)0'-2 d'0a"Q'Q° tg'0 f OPPOSING I SYMMETRYCAL (6063—T6 AllM).ALUM.. ANGLE W/(2) 1/4"o 140005 1/2' CV®'® 1 ANCHORS TO CONCRETE .. CENTER ATE5 CENTERMAT;FS MIN.SEPARATION (TOP/BOTTOM)a #7043/4•SATS.® t2' W/ HV. LQQK ! or 5 W/ HV LOCK _2r TO cuss (a)TPTOst/2'S,M.S.TO ruBE{{ ,\ '� O.C.FULL LENGRT. (SEE SCHEDULE AT EACH ANGLE(TEP}1 \ j \I ] ' ' W ` * I N i �rT 'ON SHEET 11) 1 _11� { - kv _in �f SSI £�..jj/ ! r ill Fir MIL i .G * / _ -". Yy� artirriAmm. \ 0 21"\ I �j : —�\ / j " =5 © __ — v - U Tj4.14 �W* Ml 0a0a0•0a®a .0°' ED Or c40 _HVB HVC O'QnQ,Dne•Qx HVA Qm0a®. 0-®.C).0- r-POURED CONCRETE OR ��`y �� , EXISTING Gi155 j CONCRETE BLOCK WAIT L",/'L!,/`©on®�®'�°q l 10� 1�5 an�_'�a"tf„.®°x_ �_—_.__..— !. RECU�7E0 txlsir o�-o•o-o•©-i / SYMMETRICAL ---—------ ®'( '0-°n ®Qan LIN. ES RAIIoN '` \\ _. cuss ` '•OoQ` jai' __`crn'ss f0' CENTERMATES* (N [(go Ioe"3'Qnp®'(an (SEE SCHEDULE 5 . - b W/ HV LOCK 8 (INTERIOR) ON SHEET 11) i _.._ �+_�—-- /'�,* ` t (INTERIOR) i�$ s Dat®�03 an 1 �$ MIN. SE{}PARATION -— u+ 1%'V may . . IIIIIIMIIIIIi� =--- - - TO GLASS ii C"7 43IIMIIIIIIIIIIIIIIIMMIIIMIIIII _ ' (SEE SCHEDULE IN OPTIONAL '\ I ON SHEET 11) (INTERIOR) \I rt). 1``�'��, ��'✓ �� (, OUT \ Q =AN�°oR5 > L_ _ _ Cwt _ < * IE 76"O.C. ,%Iimiiiiimiiiiiiiiiiiilw 6 Q' C 4.,_ ,1.-1--�, 1 *f1 . a al.Ih..11.11111,4111.1=1.1.11.1alli . 17 C `� i . `i' * ��jw0 OUT - 6 1/2'MAX. SLACK • 14C) (EXTERIOR) HVE HVE** ~ [JUT p HVD r" �+ Astkt. t. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zan e) �'1..,_,A%..‘.' 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. 'iN°ENSF• % BERTHA I #VTM AN S.S.A■ Accordion Shutter System • Tr / I t Ll E C 0 I N C.\ RV. 0 ADE#, W/CR W/0 H V.W1t DOW 61 ADE -a 'd *• American Shutter Systems /; . TICCIT TESTING & ENGINEERING COMPANY TEV.No DESCRIPTION GATE DEARS BY: Lc. �-as% r ; Q r, Association, Inc. t OLD 15-085 07/21/17 DATE; 07/27/17 _ ''n '" ORM ./..a,, `� Phone 5355 KN.3L(305j671-1530.K303. OK:.(a e71-1531als,Rpm,�r� 4268 Westroods Drive 2 DRAWING No `.`�'/pp�a��.L��rrf't� "E8-0005719 IILcam West Palm Beach, FL 33407 3 17_107 Pyr„' ,.,,' WALTER A.TRAIT Jr.P.E. 4 .€€€€ FLORIDA Lk.A 44167 5 SHEET F E SEAC�SIGNATt3RE/DA E.. . - --- - 6. — 8 -OE 20: . _ — ' ALTERNATE INSTALLATION W/HV "T" LOCK ®:). HV 1 MALE/FEMALE "T" LOCKS CENTERMATES 4 • ...0 & LOCKERS 4._-t W/(1) HV BLADE * sEE END CONNECTION DETAILS ON SHEETS 10 & 1N INSTALLATION (f) HV BLADE , 1OUT 1 IN '-'-`7-Ex`574G`"ss *DIACE°SLACK OM HvE,INDICATED ON SREET B. W/ HE) CENTERMATES , tit:%. , AS WELL AS titilVarakt.3131410.0 BLADE C5)OEM.U00-t043. 1 SeaGatO•000.0 3) •1 . INDICAIED ON IRIS SUITE MAY BE USED Witil DRS ALTERNATE `03*43Ita*C.@* INSIAELATON UTAK NYC 51)0.55 THIS SHEET. SEE END WALL CONNECTION DETANS ON SHEETS 10 & la cile 0 t.r.,,,,.....,. ®•0,-(0. 4 .„-) (5044.1-itt ACM)am r---(iij-i--, AwoLcokywalscei, TAP I (03110,441) * 07,7 0 conc..) , _ 000/0201040 --- 1- - (4)(1041/2'5.13S.TO ILEE 111343/4"534.5.0 12' I 147 Drat P.NGI.E.(TM O.C.FULL U*CHT. ,.....,* IN , (4)N.Y. I IN (4)HA/. -al--- - U.N.5_0,54/5401 :rt 0 11,- .. ,,, e _ /k19) LOCK (INSIDE) 0 PINS(T)R) A ,,.., .116, . FINS(Typ,)viippta-7 * 7 3/4 ...._....-. (us scHrtmc lk`!" niirm 1 on owtx N a wwww.mmi Liik 0 - ---•,..-.---- - - -----4.-....-•-------------•..,,,, g gagor.41.,LAL.I.P.,nErAr 2tworr; .Fr =row i ficwhioreaso ...4.. 7FP-,tt A MAAL AL., 1111M11111iLi_;-, 11.,, , ..r.,,iii, Irl 43) • Ni ,,.4wr .i, 111 .11 —6- Ye 1-0 . C) Itimun71,0 - 774--0 ..,,,, ,, , 0 ,Allikillikir III ti; LI 'I , „,„,.. iiisii) 41111111i 1111011WILINI ' a .....0.74.~.. Illir AVIIIIIN Illr--'19M9MMNOMMNL'I1Mllr p51...„....wrin.MI_ e ,... . ......, .............. ,,........ .....,, e L" 7'-'-* Sal 17,.4T OUT '4.,v 04R0 e 0..c.: OOR le *SEE NOTE 6 FOR FA,LOCK 0. fld mg 1/4" 0-20 x 1 1/2" s.s.u.s. p...A.4 W/ 7/8"o x 3/32 WINGNLIT. CD .---0* (ammo HDB-HVB -OUT 041,0101,) HOC-HVC "T.LOCA ON SHEET 5. ,....4, (.1.)) NV "1" LOCK (OUTSIDE)- C.) ___n__MA .EINIPAL HO CENTERMATES 111./03. LOCK (EXTERIQK SYMMETRICAt_ HO CENTERMATES WI 03. LOCK (INTERIOR) FIVG* t was 9444 MINIM. (202.-T3 ALLOY)LARGE nARGE THAI e*Or..0' SURREY PARSERT,PART!0020 AS YANUFACTURED BY NOEL CHERRY ,---0,0-€4.-03.0-0.©' TESTERS,RARSIPPENY,NEW JERSEY 7„-- e•o•o-o•o-co' 07054 ER EQUAL (it *ASSHams ON Loom Roos(>0 IS SARAH ON SMELT 5 <IIII t. \-..,C) 1-0-46,.. q:-) **150.12194.FL04TINC ECACEODET41.1552-4111)a , MO r50 115 CEIRERMATES APPuaropHs WV RUDE CD ',RI VIII/ t1). fit? HOO-HVD** FLOATING STACK .0,iiill1111,0,,.... 01,..Al .Tt k 1:11.11.... FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) 0.,„„Y.• ,..-.........-1/40,-1/4 . 02017 TILTECO,INC. 10 2017 EASTERN NEPAL SUPPLY, INC. $° /.'\„C ENS;\S,Irsy ti„. BERTHA HVTM 0.4, .4- . ..-....,,,,,. 3., *. . - Ii INC. \ ' A.S.S.A. Accordion Shutter System RV. RADE#1 IN,/OR W/D N.V.WITIXMI RADE „....53.„ VAT , . ,,, ; American Shutter Systems REV.TN%. DESCRIPTION DATE DRAWN WO LC. i2,,,t, ,..: TILLIT TESTING & ENGINEERING COMPANY AN • ....i1/4..... 0: ,i, ..: tr,„, ,V 3.355 N.W.359t.St..St*005.VIRCEra CARM,F5035544 33186 Association, Inc. t OW 15-085 07/27/17 DATE 07/27/17 Phone:(305)671-1530..flox:(351)871-1531 4268 Westroads.Drive 2 COM e-enDRAWING No '..• /0Aj.".."..kW 40% tia;titteCa0,101. ED-0006719 West PoIrn Eieoch, FL 33407 . 3 1 7-1 07 ---,woe WALTER A.TILUT Jr.PX. 4 - FLORIDA LI.i 44167 s SHEET __,_______ _____ P.E—SEALAIGNATURE/DATE _ OF 20 • POURED CONCRETE POURED CONCRETE POURED CONCRETE . , , POURED CONCRETE OR ' / OR CONCRETE .. OR CONCRETE , OR CONCRETE I' CONCRETE BLOCK WALL '-. .• , ,-- BLOCK WALL REQUIRED r--7---' -, •-- , BLOCK WALL REQUIRED , . BLOCK WALL REQUIRED El . , ..' REQUIRED I . .- ,.., , • , .,. /—EXISTING GLASS I .' .,/ . r EXISTING GLASS I•' i , ,"' .„. T.,CONCRETE ANCHOR" , .' , /*EXISTING GLASS ...-:`' , ,/..- ,/ ...*•' r n .' s. .. .—•• 2...WIN, EXISTING GLASS „.„ 0 1r ac.- ... / ...z_ ....c) -1,../ .... .. - IAN.SEPARATION ....::, „- ..' / ,,, ,,,, ,.--- .- I--21 1 7, r-5 ‹- , F--2-WIN.,.- —r-— • .- ,,, --... , , .. ,• 10 was(see i MN SEPARATION -"' ' ' MIN.SEPARATION ' / .„ . / SCHEDULE ON SHEET I .. --' MN SEPARATON TO CUSS(SuM . ED ''. EQ„! TO GLASS(SEE , ..- 11 MR BADE(DAND ; r ,' ' # ,- i r ,. ' SCI-IDDLIE CR SHET 1 i' TO GLASS(SEE . SCHEDLLE.ON SHEE' 1/16-x3'MAX. I ON SHEET 19 FOR t " .. i 11 FOR suae IlDANo ,, .,I , , .. SCtCDULE ON SHEET - II FOR Qua 0AND (6063-T6)CONT. MAMBO&9 —. 11 FOR BLADE(DART ..111r' L VI SI-RET IS„FOR AWN.CLOSER /r ON SHEET 19 RR I/2" Or-74u' lam SHEET 19 FOR (LOCATE AT it; -11 DUDES 05 0.9 PLATE..(LOCATE 1/5-,--,,II i , i olMfDES &9 BLADES 0&(i) EIT11SIDE‘111.- I i I 1 1 , I AT EITHER SIDE FAIN---411: •N i I OF( )) I OF®) I I I . L f 4 USE I"OR r MAX. I i , 1 1/2"MIN. 1 , 1- - i. #10x1/2"EMS. I p-ril\ I k rew ______.7.....› (ASAPPLICABLE)xn1/srxEr-2. 1 rft..-- ______.....7,.., gtoxi/2"sAts ,, U1.1.zi _ ..7 _ 0 16-O.C. wi- ,.. ALUMINUM CUP ANGLE 0 16"0.C. AFAL, ----f. 0 roil , (6063-TB ALLOY)AT MIONEIGHT 11011IL,... (1) #10x1/2"S.M.S.TOO& ‘..,. ', \ Irak& O >,j \'. i ..., N i (2)1/4'9 TAPCONS ANCHORS TO I 0-1 \„, , ,„ \-.„, , ; SEE DETAIL X FOIL/ 4---1.• ,. SIDE CONNECTION 0 OR to- WALL ATT.0.0. (LOCATE AT EITHER SIDE OF 0) , 1 0 OR 03 •-. 0 OR (fh* - SEE DETAIL X FOR-. 6 OR (9` -., 1 TO TRACKS • , ' --' . SIDE CONNECTION 0.0.0.**'0"0"0.0' SEE OCTAL x FO- 0 TO TRACKS 10°.VA•0*0.13"e-o- ty)•@-o•O'03*(9' SLOE CONNECTION 0.0.0*000'0" 1..0.0'0.0.0.09I TO TRACKS 4D-(0-013".P).0- 10'0-0,0-03.0- 0.0-0-0.0.,,•- 0•C)•0-0.0-0- 0.0.0-0-0.0- 0.0-0-0.0•0.' 0.00,0.0-0-0- 0.0«03-0-0.©,,, 0.CO-•0•0 (D•13- _ c?) 0-0•1".t.t.,0•0 END CONNECTION DETAIL W END. CONNECTION DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL(4_,) / EXISTINGI 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" "-POURED CONCRETE OR r " .. ' CONCRETE *EXISTING GLASS ' / REQUIRED BLOCK WALLa''' 0 . , / t() 1 Etii . _.-____...------J,„. . ' .. #10x1/2"S.M.$:. . ,.., IA.FL SEPARATICTI ." ....' SITE"D.C. 12—-——_.,,....;' ,. I---"' MEN SEPARATION , <, ....,--"" _FF,),,_., s•-00ROOROOR ..." SO-EOULE ON SI-EEI , TO GLASS(SFE r / r 11 FOR EtADEONID CONCRETE ,..' 1,1/2"MIN. SOFEEXAE CAI SKET : 1 _ _ 1 . .• ON SHEET 19 FOR AI4CHOR 0 , ., , f 11 FOR BLADE OAND _I 9 OROOR(13)0R9 . ' , MACES 0&0 1 ON SHEET 19 FOR CP? I 2,;)• '1 , CONCRETE--\\ . .'ED. nil 0 t .<D,0 1 _----- --.-741.___.1 ORO -........-,atuRF 9 16" ^ ,,..... , . . 1/2 LAIN ' ..., L'I6-7kA —_—...--' ,. -- - ,,,,- . H' °ROC/R(30R ..` i\lahk..\--- <- , E0 /1 ' - - ' - ' -,— '''.0 "--- / -- 2"MIN. . iffiabk, , ,.. / 2"MIN. / • SEE LTIONS OF USE roll `' Oort(goRGIOR3ORg VIEW Y / ..• : sionomm., .., — --,—1 BLADE ON SHEET 19 .' We „\ 1 ., .. • , ,r--:,•\ I 0 OR qg \., .E.Wi . DETAIL X 0 OR g'\ ! f' +12)..03).C:)*®"0<0•0' L POURED CONCRETE OR N‘ : OV"0.0-0'0'0.0' END INSTALLATION CONCRETE BLOCK WALL 'W.(0°13'0'1343' REQUIRED \ 0*(1'13'la".6.6" 0.0"03'0.0'(a' 0 HV BLADE OR (6 HV WINDOW BLADE INTO \\_0•0-12)-0.,0•0- 0-0-0.i0-0.0- • CONCRETE OR CONCRETE BLOCK WALL. 0.0-0.0-0.0- 0•53-0•13-0.0 END CONNECTION DETAIL® 10./3-63.63-0.&10X(40:i3Q1NECTION DETAIL® .6.0 FLORIDA BUILDING CODE(Nan nigh _V etocity Hurricane Zone; eFF sHc,VtF,A. i. ,:'-o-... 00.*.to-Nr:.,.............,.// ..... 02017 IMMO,INC. 22,2017 EASTERN METAL SUPPLY, INC. :.-„,, .tOENtSsil%`.4 . BERTHA HVTM , . Nt, • ... 1 ..v.Accordion' Shutter System / IfLIECO INC. \ A.S.S.A. ., W/OR W/O N.V.WINDOW BLADE 0 * 469 2. ,.. ',.,:t. ,I, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. Association, inc. I OLD 15-085 07/27/17 DATE: 07/27/17 "6).00•1,....f,t4ZO-Itt, /.4..,;,L, 4355 n.w.3601.St.Ste,aos.wan,Gomm,FLORCA Mint n ,..•.i.etc:% Phone:(20S)1371-1530.Fag:(205)871-1531 4268 Westroods Drive 2 DRAWING No ...- '041).•........ N'll tILI • e—maa:liltecw0arg.com West Palm Beach, FL 33407 3 %.*; 't3tiAL t'14 iii 4g, EH-0003714 WALTER A.TLLIT.0.P.E. 4 17-107 , FLORIDA Lie,I 44167 5 : SHEET P.E. SEAL/SIGNATURE/DATE 10 OF 20 - - _ 6 _ . -_ ,'_. SCHEDULE 41 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+ (ft.). FOR INSTALLATIONS®/ grAMET1jIQA. OR "L-" (ft.) FOR IL(STALLATION I EGFN ` NOTES' CENTERMATES & or 3� or INSTALLATIONS V! QppO NG OR "L (ft.) INSTALLATIONS / ® C£NLATIONE ./� W METRI" .Flv ROTATES CONCRETE& W ONE H.V. LOCK or or or WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN &+_% W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE.RATING, HD LOCK 61, W/ NO LOCKING RODS or ONE HV LOCK or 'or @ OR + W/ NO LOCKING WALL A, B, C. D. E, M, N, p, P. 0; L-:MAX-ALLOWABLE SPAN'FORA OMEN NEGATIVE CENTERNAi® 783 29 W/ ONE W/ N0 LOCKING RODS® RODS CO A.S.D. DESIGN PRESSURE RATING. t D"T" LOCK 30 W/TWO LOCONG (SEE NOTES t.if). MOUNTING F, K.& L R. S. & V. RODS 35 TOP & BOTTOM 1SSEE (VAUO FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR NNrrt1��GG hod 0 CONCRETE&WOOD _ SHEET 7) FLOOR/CEIUNC G H. I. (1. J T, U, W Sc X WALL. MOUNTINGS(TOP/BOTTOM) OR FL.00R/CEILING: MAXIMUM CONCRETE& 0d INSTALLATIONS TIONSMAXIMUM KA( W.v,uuN CONCRETE MOUNTING & M ASO.DESIGN ,,,DotsiGN - INSTALLATIONS 0 A.S.D.' DESK. INSTALLATIONS GIVEN A POSITIVE&S.D. DESIGN PRESSURE RATING, OOR/CEIUNC PRESSURE WALL MOUNTING PRESSURE PRRADNO ESSURE WALL MOUNTING .FLMOUMING RAnnc & wsav0 FLOOR/CEILING MOUNTINGDETERMINE-MAXIMUM SPAN "Li" FROM SCHEDULE. (°'`°) (P.'.'.) FLOOR/COUNT MOUNTING. TPe13 OR GIVEN A NEGATIVE A.S.D. DESIGN.PRESSURE RATING; 1.OR-) (*OR-) (.OR-) FLOOR/WALL MOUNTING xAA DEILKMINE MAXIMUM SPAN "L-" FROM SCHEDULE. Lt 6)'. 1-(It). - L I'(1) :L (ft) L 4 (D) L-.(It). I* (D) j: (ft)s V MAXIMUM SHUTTER SPAN"L+"OR'L-".FOR 30 OR LESS 16'-0' 16'-0" 16'-0" 16'-0" 30 16'-0" 16'-0" - 30 16'-0' - 16'-0" INSTALLATIONS INTO WOOD-SHALL BE WAITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ 15'-2" 16'-10" -105 pst.A.S.D. DESIGN PRESSURE RATING. MINIMIIM.DETERMINED,SPAN BETWEEN "L+-AND'"L- 35 14'-10` 14'-10" 15'-Y 16'-0" 35 14'-10" I4'-10- 35 40 13-10" 13'-10" 14'-2" 15'-2' 40 13'-10" 13'-10" 40 14'-2- __15'-_2' - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN' FOR 45 13'-1" 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1' 45� _ t' HV CORNER CENTER/Mit/)3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8- 13'-7" 50 12'-5' 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS _ '4'-1 W/ FLQOR/CEIUNC MOUNTINGS: 55 11'-10' 11'-10' 12':-1' 12'-T1- 'S5 1'I-10' 11-10" 55 11'-1' 1j' -SHALE BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A•s,D. DESIGN PRESSURE 5,.NOTE SHEET 5. 60 :11'-4' 11'-4" 60 �r RATING: 65 l0'-10" 10'-10' 1.1•_1• 11•_11" -._.65 10'-10" _ 10'-10" 65 q'-5" 10•-:1? DETERMINE; 70 Ip'-6' 10'-6" 10'-9" 11'-5' 70 10'-6 10'-6" 70 6'-9' 9-4* Li 4- MAX; SPAN FOR`WALL MOUNTING INSTALLATIONS. 75 10:_-1" 10'-1" 10'-4' Y1"-1" 75 10*-1" 10':1 75 8'-9" L2+= MAX, SPAN FOR FLOOR/CEILING MOUNTING f f EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" -9-10"_ 10-0" 10'-9" 80 9'-10" 9:-10' - SPAN °L+"OR-L AND MAXIMUM A.S.D..DESINC 85_ 9'-6- 9'-6"- _10.-0" 9 9' '10'-5" 85 9'-6 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE AS.I) DESIGN PRESSURE _ OR CONCRETE BLOCK SHALL BE UNTIED AS FOLLOWS: DETER ^_ 90 9'-3' -9 •3�^ 9 5'T 10-1" 90 9'-3"' 9-3" DETERMINE: 95 9-0' 8-9' 9 2" 9'-10" 95 9-0' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9- 6-4- 9 -0" 9'-7" LIMITED.TO +64;-72 P•s.f. AND,8'-0 .SPAN, SEE 100 8'-9" 8-4" L2-= MAX..SPAN FOR FLOOR/CEILING: MOUNTING MOUNTING Q ON SHEET 7. INSTALLATIONS; s 105' '-i" 7-11 e'-s" 9'-a" 105 8'_7" 7.-11- - 110 9•-4- 7-7" 8'-7- 9'-2" 110 -8'-4- 7'-7" - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115: B'-2" TT-37- 8-4" 8'-11" 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LI+`, "L2+ "L1-"AND "L2 120 _ 8'-0" _ 5'-11" 8'_2 IS-9" 120 8'=0" 6-19' 125 _ T-10' 6'-8" 8'-0" 8'-5• 1.25 T-10" 6'-8' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-8- 6'-5" 7'-10" 8'-1' - .ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7 8' 6=5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7" 6'-2" 7-9' T-9' 135 7 r---s-2" WIND ZONE MINIMUM SPACING. 140' 7'-5•' s-.11" 7 r r-6" 140 7-5" 5'-11' ASTM E-1996 SEPARATION 145 Y-3" 5'-9'- `7 5" T-3" 145 7=3 5.-9 - TO GLASS _-.. . 150 - T-2" 5'-T T-a' T-D" 150 T-2', 5'-7-' .. -.. _155 7'-O" 5'-5" 7 2 s'-9" :155 7'-O". 5,-5. 1 ?NRU S 1" 160' _6'-1t" _5-2' 7 1 8'=7" 160 1.65 6'-I0" S'-1" 7'-0 6'-4-4" 165 6'-10" 5'=1" _ 170 6'-9" 4'-11"-"6'-11" G'-2" 170 6'-9" 4'-I l' 175 6'-6" 4-9" 6'-97.-- -6'-0" 175 V-7"6' 48- C I J HV BLADE 180. -6• 4'-8" fi 8 5'-10" 180 6- . 6' a-8^ t 185 6'-5" 4'-6' V-7" 5'-6" 185 6.-5" 190 6'-4" 4'..5" 6'-6' V-6" 190 -'6'-4- 4'_5` 195. -6'-3" , 4'-3". 6•-5 '5'-5" 195. 6'-3"` 4'-3" 200. 6"-2" 4,-2" G,-4`---5"-3" 200 6'-2" '4'-2" 205 s'-i' 4'-1' 6'-3' S'-1" 205 6-1" ,1' rA", FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 1i.Q4'�\........... �J�i 02017 TILTECO,INC. 0 2017 EASTERN,METAL SUPPLY, INC. VEN • - /_IILIECONc \ BERTHA HVTM A,SS,A� Accordion Shutter System ,'A, :" HV. BLADE#1 W/a2 W/0 H.V.WITTY BLADE -O 1, a,lS j •� r ` TICCIT TESTING & ENGINEERING' COMPANY American Shutter Systems REV.No DESCRIPTION' DATE DRAWN BT:ML&Y./LG. '��'•.<,(_ _ 4,S. 6302 N.W sem.St.Ste.355 NRCNN GARDEN$,FLORIDA MISS Association, Inc. I OLD 15-085 07/27/17'DATE 07/27/17 ,f CORMr.-....\7,1 qtr 444 Phone (305)871-1530 Fax.(305)071-1531 4268 Westroods Drive 2 e-moa UReooaoo1aanDRAWING No rr West .P01m Beach, FL 33407 3 SA0NAL EN/I, WALTER A.TRUT Jr.P.E. 4 17-107 FLORIDA LIG-d.44167 5 PL SEALJSialkfuRE/DATE SH"_ --- --- - - b4A?fIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, 4 . , .11/ . Z:l. 1.D : IC; '00. .•6 .11. Sr •: •. ;m1 4: S, ;Ai ANCHORS SPACING LFCEND : ea . .7: :10. POS CONCRETE SLE MOUNTINGS A,B.C.0 NO, ON SHEET 6) POURED CONCRETE/CONCRETE BLOCK TAPCON OR lip (WALL HEA'EiU„MOUNTINC IA]W/LLL HEADER MOUNTING ®WALL HEADER MOUNTING UW'�WL MOUNTING (t WALT. 1�1°UNTINC ©&(,WALL HEADER/SILL TAPCON WITH ADVANCED. 1� `3 I� Q9 MOUNTING THREADFORM TECHNOLOGY SPAN (ryJ ASD.DE9GN NFLVM H639164 PNNG c).ASD,COM 1¢wR[eRES51R£RSffIG ..,,ASD.OE94T1 NEUINE RISME RANG . ASD:COW NEGVAE HZE199&E RANG . ASD..t6S71 IF.OAE Gf25SViS WAG .. ASA.GEWI I.U.135E MORKRUOfG J. ALL POINTS SOGf1-SET ARMIES.40 6o Ito los zo6 Go `mom 40;eo 7s SRMEt 6 1 - 09 w 4a 6D T8O 16° BLUE TAP 8 -00 87 3'-O' r. mm�p OQOm 12 ro OA Om�mmOOm[1I0m moron ®mm s d OgD mO e 6 TAPPER+ oR 14 mm H7171HHHIM" BeNINNWINNIONNNUNNENNNUNIU HF>t7n[]t 6 HH�� O®"BB Ba ' ' UNIU4.-0.®mmo ImmB to nhism BEin 0 G ® Ba�e��,D . �sa��' magee�mei sa®� eaBeee�ae ee 10. 10 ,0 a 10 r -COMM�00� mm ' O[Tf[>I i170 0100 IDmondaam_rz Q]A[lOpaOoO��A�t] SEE ANCHOR s-D �j ,z,mp : maOO © SRECIflcAnoNS OtI� 00 A��mm000® ®� ' Q © � 0 � Aa ON SHEET 13 ®®HHHNe ®®;oeeee®®ae = : eee®®MMeaeee®Baeeaeeggg °.eaei s•-.-m IM, Bnv me m o o®mmm• va® mnmva mmm n : Q ono : nn® m BBQ m�mmomoaB mmB®nol�mm�B moo© BHiHHHHGee®,oBsa�eBe PIM Bel® see 1 ; ®e• � � fo © �� a��n�� •SEE LIMITATIONS OF'USE FOR MEIRM® ENWEI ®cam ©p ®B•-0.mmm®©��®® ®n � a a® ?oC>r�f�a ifs� ®Bom ®© BLADE to ON SHEET Is mm Ageee�HMgiae®BmeeeeeHM saiie HH MMee HONNH gil D• -0 0®MfA aaa0Mm0®a MIO ®aa1Om� aMi® m®�0 aamnmulmmil ®®EIeee'e�B®Bg®BGBB�eeaBBeBeeaaa BI;SBBWeNGeaeeeeegae mm ma mmm aa®mmma a mmmvaaa mmmm am - mmmm ,o-D mmmBaa mr.• .Amo mm© oPiaaaa® o aal.m�aamo mummm®ma ®®e®®B�9 E =o ee ®B;�egeeBMeggNeaB� : ®ea GasFRMrBg „._o.mm aoo �ma ��mtmm o r4 m asmaim®mHiaooaeanmm M mmeNH9oaaEmBioo MUM�rraat�i®ao aim®mmeaaaemmegg mesemmemgommolemmummeeedLase 12-0.mm® o a m ammmolo®aaoil m auniu a mmmao�a®11mo� wommmo ® ®©BlaoHIHm MMoa somm e'em o GBBBBmeaaaa eaa l ®e ease ee 0 HV BLADE OR 1 HV BLADE ,3-o mm ooa mm mmamommaoa as o0o a mmao oonrao mo ®MBB1EMMO®■eeg®ee®e IMBN® aGaae - ®BeMBBapaea®g BBB om W/WOKING INWINDOW UUNISON • ,;,_0. ma vaa mma000ao®mao��o og oma I®oo D ETM- BH WI ® a000aoa�®m ooaa®mooltaoo BBaomaaa ME=MOD m ®geeeemusall®BBeeeeB_ laaaegona eg eagaaei mmusIN 13•-O.Booeaf'oB�maavoamao. ®.Q aO .1a ...in.. . m ...... maim B® � v oaao epe=_!e■ meeeggeBe _ _ eeeII eegeeg eeea�aeee®�e ee IB•-D maamm- Ri mmomm - mol__ -Ui mom o -y emo -l aAoomaimmmom©m��ema 'N - _ _ 14 _ - _ _ - 1{ _ _ - mp�j•y.�' - - - - - - - 8 s - - --' FLORIDA BUILDING CODE(Non High Velocity,. Hurricane Zone; {r 77 X2017 EASTERN METAL SUPPLY, INC. :.1 0. -.. 4iT'� oIo17 mTECU,UNC. ,1'1 ••\NCj ENS 4. - BERTHA HVTM 1r VF - A S■S A Accordion Shutter System ia' • / I I L I E C O 1 N C. ` ltv �, w/aR w0 v_w+NDaly�nnDE • American Shutter Systems pEY,Hai DESCRIPTION DA7E .DRAWN 0Y: LC. p flAr !F *; TILLIT TESTING do ENGINEERING COMPANY Association, ins. 1 OLD 1s-085 07/27/17 DATE 07/27/17 • i W%nw:]6U.54.'Sb.3o5.-NRCWM G.A017 .RONVH,]elea -.4",,,\F '$ 4268 Westroads Drive s �O 5,, Pnorie:(JO5)e71-153D-.Fon:-(7a5)en-Isi1 - DRAWING No ,.'••;.',.w-,0'.1,� 1,� n-maEBe, o9.wm West Palm Beech, FL 33407 4 17-107 7_,07 '•%.-..-6'0 4 E��\'111 wALTFn a aul>'.�.P.E. 4 ..- '•- .'' Pto;OA I:i.t 44167 s .SHEET P.E. S.U0SK3NA1t'RE/DATE s - -- 12 OF 20. MAXIMUM ANCHOR' SPACING Gn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES I TA,..t, T .:140:12ETE41( LI. :1 I:'ICI D'..}.I1 In .,I.III. 110 Ud JK II8gI 4C k,1.Oil : I. , RFT. I I41 (SEE MOUNTINGS E.G.8 H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS POURED E011 WTE/G 5401 TE BLOM FIGURED=CRETE (A) TO EXISTING POURED CONCRETE(Min.re -3 kci) IWm11711 OWALL SILL MOUNTING Q.CEIUNC MOUNTING O FLOORMOUNTING - 1/4'P TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Min. 1'c= 3 Mci) - ANCHORS SPACING LEGER4D - 1/4-0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY'COMPANY. (MTT In. A a 3 A50 SPIN ,.OESRI REGIME Pf SSUFE MA1LNG SA DESSN NETATNE FRESSIBC..RATING(Ohl D.WOOL IEGMNF PISSSISE RATING ••I - 1/4 0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Nin.Fc 2 IRI) (II) TAPCON OR - 1/4-0 TAPPER+ANCHORS AS IM UYACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY I GO 90 160 205 70 90 120 IGD 205 30 TAPCON WITH ADVANCED ��l0 B 6 SS tS!HER 0 B G G 14 ® ;• '• •• , THREAOFORM TECHNOLOGY COMPANY OR ANT'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REG157ERE0.WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,.INC, 3'-0' 1s MBEin.a 14 ®0 dQ®2.2.111711101131101:1111A1ALL POINTS SOLID-SET (MTn.Fc.'3 tis;). OR LESS® MENSA 1 Oc1E)D uaD 12 0A 0BLUE TAP W/CAI' NOTES' ®®to BBB��m®' B ' � 0 TAPPCR+ AI)AMINIMUM NCHORS IS EMBEDMENT INTO POURED ANO FOR OWE�TAPRW/OF CAP ANCHOSON RSTAPCON 12 WAN ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4-0'IrM HN® ®' HHHHM lI C7®' B� . 6 SS 4 JS P:2)MINIMUM EMBEDMENT OF 1/4'1 x 3/4'PLL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT �.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 ES.MACHINE SCREVI`USED SHALL BE 1 T/2''LONG LIINDAUM SHOULD STUCCO �� S •s uu AaN snZ* F� EIN AND 1'MINIMUM FOR WALLS CO stucco, 51=0• 3 A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON INKINIIIIHILINNINIKINNINOTES A.1)&A2)ABOVE.FOR &STU DOSE ON VINYL SIDING OR EIFS WIN OR WITHOUT METAL STUDS CONSULT THIS ENGMEER FOR •INSTALLATION INTO OFS SNfH METAL STUDS SEE SHEEZ 20. ®®eMNE8®61� 8��fll� iiI� (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY'LT W BUILDER. ® TIO ; ®®NDo©®e®t2 7S® ® - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. 7._a•BI®NN. o®Q®UM 10.5 45 if - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4%TAPPER+-ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 1111111111111111111111111111111111111111111 ®� ®��®®®�� ®� •' �®�® COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR:REGISTERED WITH THE AMERICAN.SHUTTER SYSTEMS ASSOCIATION. INC. 8;-0• NOTES ®®M MINCED Q�CENMM© =ma ©0D. 5.1)' MINIMUM EMBEDMENT INTO'CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHOR.ANS TAPPER+ANCHORS IS I 1/4'AND TAPCON ®Li�LI ijog®®ngimm B®himNmBBB WITH ADVANCED EMBEDMENT orOR/TECHNOLOGY ANCHORS IS 1'. 9-0'®®Mi[��0o0�mll7 0® IN®RM F- NEN B.2)MINIMUMEDMN INTO ST7 C SHALL x 3/4'ALL POINTS 50-2-SET ANCHORSINSHALL BE ENTIRELYL C 1 /D INTO THE CONCRETEIMUM BLDCS.CO 4:5�3- NEN EMBEDMENT INTO STUCCO SFULL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO Ea 10.9 5-5 EXIST,AND 1'MINIMUM FOR WALLS.WITH NO STUCCO. 5311911111 ON.THE EKISTING WALL OR FLOOR. 10'-0' ®�e ®�' . ir®g® 4aB B3)IN CASE THAT ANCHORS SHALL RBE LONG STONEECAST PRECAST TO EACH THE N STRUCTURCONCRETE PANES, E BEHIND BEHIND SAID WALL FINISHS CR ANY vENEER BE ES.ANCHORAGE SHALL B AS INDICATED ON B ®B ®'1213161 1111111 NOTES B:IN &8.T)ABOVE FOR WITH LETAL SOD VINYL SIDING OR DFS-WTTIi OR WITHOtA TUFTAL STUDS.CONSULT THIS ENGINEER HIN FOR INSTALA2) INTO EMS WITH METAL STUDS SEE SHEET 2D. 11-0' 14 BBB®1111® (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2S '.m1101a� �;D5®®NBB (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS.T2-O �� EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; II1T mM Oo m OODEmmaga OMAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DSTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ® ,� �e ®®�e ®�QB�B BY UCEDPSP CI SPACING SHOWN GN SCHEDULE BY THE S TI FACTORS: 14 190.3® ®® REDUCED SPACING OBTAINEDNG WNUSING FACTOR SHALL NOT BE LESSOWI THAN TORS. SPACING INDICATED FOR EACH ANCHOR TYPE. ��A la la=Elmo MUM= Ina 00M0000 FACTOR 13-o' ODO vo0 O��o Q® CEO AF�TUGE TAPCON AL TAPCON WITH ADVANCED ALL POINT SOLD SET EILUE TAP'W/.CAP TAPPER + ��miNgem� alma � �a��a © ■ B _ R DISTANCE THREADFORM SP TECHNOLOGY MIN.SPACING �r Do ®Im e�000 ®M D /� ED. MIN.SPACING m 3' LAIN.SPACING,..3' MIN.SPACING a 3 1/2' MIN.SPACING m3- 3 3/4' 4' 14'-0- \� • CLAD_ POURED CONCRETE& POIFQD coact mEDITTE Ka( POUREO CONCRETE d POURED CONCRETE&FOALS CUDOSEIE o ADSTE B1D0( of ®0 CE d©®® 0000©®©0000 `.O, CONCRETE BLOCK CONCRETE BLACK CONCRETE BLOCK MN 11.0 aa�G�ee�B� itt V A MK ED.•J' TIN 3 1/2'NR E0..2 1/2 NTL EA.•J 1/2' MK 60..3' E0.•3 1/2'ILK E0..21/2' 7 ® 3' 1.0 0,90 1.0 0.78 1.0 0.84 1.0 Ts'-o-�iiv IOvo r0 ®11®®M��® BLADE WORKING z 1/z' - o.eT T.o _ _ o.e7 1.0 ��®� ®®�® EHN® ®®N IN UNISON. 3 _ 0_91 _ _ _ _ ..s1 r 3/4• ^°-eT _ _ _ 0.4316'-0 glia - - �0000 cilig 5 - BaBB , 1/2• 0.39 0.35 -Bs DO0o0 0.5 D 7 5 CECE- - - R G 4 - --fwifor ns FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 11IL, ,`GRA Yy : 02017 TILTECO.INC. m 2017 EASTERN METAL SUPPLY. INC. �,0141,..•.., 4ir; BERTHA HVTM ,A 0 \,1GErypw� . / I I L I E C O INC. ` A.S'.S.A■ Accordion Shutter System 10: 'rail; H.Y. BLADE.#1 W/OR W/0 RV_WINDWJ RIAOE ,o American Shutter Systems, qFV.No DESCRIPTION SATE WN Tr: Lc. 1, TINT TESTING & ENGINEERING COMPANY •TATr. it .. Wss KW.]&n sL.st .Jas:WigwA w+aD15,'FLawa 331 ee- Association, Inc. 1 OLD 15-085:. 07/27/17 DATE' 07/27/17 •3\I11 I C©F Phone:(305)971 1530..For:(3O5)0i1-1531 4268 Westroads Drive 2 DRAWING No es •.so Q'11 o-m T u0ecoo I.00m West Palm Beach, FL 33407 3 -„ 1 7_'0,7 To ��, RIQP,, ``�4Y 111 EB-D001.11 4 ID Y_\\.0 WALTER A.ilial Jr.UP.C. VRj TN % FLORIDA ua I.44157 5 SHEET P.E. d114JR[.LATE • MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FQR A GIVEN MAX. SHUTTER SPAN., A,S,D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE CLOCK INSTALLATIONS (SEE 000NTIN0$1,J,K S L ON SHEET 7) POURED CONCRETE POURED CONCRETE/CONCRETE BLOCK ANCHORS SPACING LEGEND OVER& / TRENCH ,14101164 (Dv/ALK...._MOUND 0 QJ RAINGUARD MOUNTING &NALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR 00 ASA NE041so PFAsIRE 9ANi0(p4'd5.6.C sss 550A9rE PRE=R1i96(01.4.53/.54504 0 EO4INE PPESOKE 01914(pa(Asd.03511 MIME 205505 641035(p9, TAPCON WITH ADVANCED 30 40 60 75 0 120 160 205 30 40 60 75. 90 120160 205 30 40 60''75 90 120 160 205 30 40 65 75 90 120 160 205 THREADFORM TECHNOLOGY ` 14 12" 10 9 8 '6 6 12 12 12 12 12 115 84 65, 7 7 "7 7 7" 7 7 5.5 "5 5 5. $" 5" -;5 5 5- ALL POINTS SOLID-SET 3'-0" 14 12 10 9 6 6 6 12 12 12 12 12 12 9,5 7 :7 7 7 7 7 7 7 7 5 5 5 5 5 '5 5 5 BLUE TAP OR LEETS 14 12 10 9 . 8 6 6 12 12 12 12 105 8 6 4.5 7 7' 7 7 7 7 7 G5 5 5 5 5 5 5 5 5 14 12 10" 9 _ 6 6 12 12 12 12 12 10 7,5 6 7 7 7 T 7 7 7 7 5 5 5 5 55 5 5 TAPPER+ • 14 12 10 9 6 8 12 12 12 12 11,5 8.5 OS "5 7 7 7 7 7 7 55 4 5 5 S 5 5'5 5 4 4•-0• 14 12 10 9 6' 6 12 12 12 12 12 95 7 5.5 7 7 7 7 7 7 T 7 5 5 5 5 5 5 5 '5 14 12 10 0 6 8 12 12 12 9.5 5 6 4.5 3.5 7 7 7 '7 7 7 6.5 5 5 5 8 -5 5 5 5 S 14 12:15 '9 ' 6 '6 12 12 12 12 10 75 5.5 4 7 7 '7 7 7 7 7 5.5 5 5 5 5 5 5 5 14 12 10�9 8 ' 6 0 12 12 12 11 9 7 5 4 7 7 7 7' 7 5.5 4 3 5 5 5 5 5' 5 4 3 5'-0� 14 12 10 9 8 6 8 12 12 12 12 10 7.5 5.5 4 7 7 "7 7" 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 6 `6 12 12 95 7.6 6 45 35 - 7,7 7 7 7 7- 5 35 5 5 5 5 5 5 5 4 14 12 10 9- 5 6 6 12 12 12 9.5 8 6_4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 ''5 4 * SEE ANCHOR _14 12 10 _9 8 6 6 12'12 11,5 9 7.5 55 4 3 7 7 7 7 7 4.5 35 .- 5 ,„S 9 5 5 4.5 3.5 - SPECIFICATIONS 6•-0" 14 12 10 9 6 6 12 12 12 10 8 16 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5. 5 5 5 ON SHEET 13 14 12 /0 9 y__.. 6 '6"12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 6 6 6 12 12 10 8-6.5 5 175 - 7 -7 7 7 '7 8 4.5 ^ 5 5 5 5 5 5 4.5 - 14 12 10 9 6 0 12 12 10 6 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 9 5 5 5 5 4 3 - 7•-0• 04 12 10 9 _ 6 6 12 12 12 9.5"7 5 4 3 7 7 _7 7 7 7 7 6 5 5 5 5 5 5 55 i4 12 10 9 "6 6 12 10 6,5 5 4.5 3 7 7 7' 7 6.5 5 3 5 5"5 5 5 -5 3.5 3 14'12 10 9 6 6 12 12 8.5 7. 5.5 4 - 7 7. 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 6'- 12'12 8.5 7.5.5 4 3 ' 7 '7 7 5.5 45_3 -'- 5'5"`5 5 45'35'- -: PSF A,S.D DESIGN PRESSURE 14 12. 10 99 `:6 - 12 12-105 75 6 45 35 - 7 7. 7 7 7. 7 7 -4 5 '5 5 5 5 5 5 5 RATING Sc FOR SPANS PER 14 12 10 '.9 -6. - 12 9 6 4.5 4 3 - - 7 ,7' 7 7 55 4 - - 5 6 5 5 5 4 3 - SCHEDULE #3, SHEET I1 14 12 10 9 0 - 12 11 7,0 6 5,3.75 - - 7 7 7 75 6 4.5 - - 9 5 5 5 5 4.5 - - 14 12 10 '9 , ' - - "12 1I.5'7.5 6 5 35 - - 7 '7 8.5 5 4 - - - 5 5 5 5 4 3 - - 14 12 10 9 • - - 12 12 9.5 65 5.5 4 3" - 7 7 7 7 7 7 6 -3 5 5 5 5 5 5 5, 5 g•_O� _ - - 14 12 10 0 - 10.5 8 S 4 3.5 - - 7 77� 0 5 3.8--- � 5 5 5 S 5 45. 14 12 10 9 - 12 15 6.5 5 4.5 7 7 7-65 5.5 - - - 5 55 5 5 4 - - 14 12 10 9 - 12'105 7 5.5 45'3.5 - - 7 7 5.5 4.5 35'- - - 5""5 9 4.5 3.5 - - 10'-0"^i-,-,14 -12 10 9 - - 12 11 8.5 6 5 35 _ _ 7 7 7 7 7 7 4.5 _ 5 5 5 5 5 5 '5 45 12 10 5 - 9.5 7 4.5 3.5 3 7 7 7 55 4.5 - 5 5 5 5 4.5 2.5 - - 14 12 10 9 -" - 12 9 6 5 4 - 7 7 7 6 5 - - 5 5 5 4.5 5 - - - 04'12 10 9 - - 12 9.5 6 5 4 3 - - 7 7 ,5 4 3 - - 5 5 5 4 3.5 - - - 11`-0. 14 12 10 9 - - 12 10 7 5.5 4.5 3.5 _ - 7 7 7 7 7 7 35-- 5 5 5 5 5 5 5 4 CO ` 14 i2 t0 9, - 8.5 65 4 3,5 3 _ _ 7 '7 6 5 4 - - 5 5 5 5 4 - - \'1 H Y BLADE O N LY Ti 12 10 SI - - 11 0 5.5 i - - - - 7 7 7 5.5 4.5 - - - S 5 5 5 45 - - 14 12 10 9 - - - 11.5 6.5 5.5 45 35 - - - 7 7 45.3.5 - - - - 5 5 4.5 3.5 3 - - 12 - • O" 14,12 10 4 - 12 9.5 6.5 5 4 3 - _ 7 7 7 7 '7 '6 3 - 5 5 5' 5 5 6 4.5 3.5 14 12 10 9 - - - 8 6 4 3 - 7 7 55'45 3.5 - 55 5 4.5 4 3 14 12 10 9 - 10 75 5 4 - - 7 7 6 5 - - -- - 5 5 5 5 4 - - - 14 12 10 9 '10.5 8 5 4 3.5 ' - - 7 65 4.5.3.5 - - - 5 5 45 3.5, 3 - - • ..14 12 10..9 - �1- 11.5 8.5 6 4.5 3.5 3 - -7 7 7 '7 7 7 4.5 - - 5 5 .5 5 5 5 4.5'.3.5 13 i4 ,2 10 5" " .. 14 12 10 '9 - - 9 7 4.5 3.75 '- - 7 7.5.5 4.5 5 5 5 4.5 '4 - 14 12 15 9 - 10"7.5" 5 4 3 - - - 7 6 4 ,3 - - - - 5 5- 4 3 - - - 14 12 to---9 - .. - 10.5 8 5.6 4 35 .- - - 7' 7 7 7 7 4 4. - 5-'5-5 5 5 5 4 3 14•-0" 14 ,2 15 5 - 6,5 5 3 _ - - - _ 7 7. 5 3.5 - _ _ 5 1 5 5 4 - - - - 14 12 10 9 - .. -, 8.5 6.5 4 - - - - '- 7 7'5 4 - _ -=''''5 5 5 4 - - - - 14 12 10 - - - 9 7 4.5 3.5 3_ - - 7 5-5 3.5 5 5 35 3 - - - - 2 10'- - - - - 10 7.5 5 ,4 3 - - 7 7 7 7 7 35 - - 5 5 5 5. 5 5 4 3 1V-0.41.-112 10 ^ - - - 6 44.5 3 -�.�- 7 7 45 3 - - - - 5 5-4.5135 - - - _ 14 12 10 - - - '1 - 8 6 4 - 14'12 10 - - - - - 85 6.5 4 3.5 - - - - 7 55 3.5 i 6'-0'144 12 10- - - - - 9.5 7 45 3,5 3 - .. - 7 7 '7 7 6 3 .. - 5 5 55 5 4.5'3.5 - 6 4.5 3 7 6.5 4 14 12 IS -.• - - - 7.5 19.3 3.75 - - - '- - 7 „7iQV.d1'6o1.,.- .- - - 5 5 _.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane', 11Es,�`trt A. N .= ®2017 EASTERN METAL SUPPLY, INC. 1p •, j, 03007 TILTECO,ING 1\1 T +. `\ NicEi'rs . v�` BERTHA HVTM X1137:,-..:.--•,,i / I" I _ O SNC. A■ ■ ■A■ Accordion Shutter System j j 'H,V. SLADE#1 W/OR W/O H.V.V&03W E16E *t TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV,No DESc93vnox SATE DRAWN Err: Lc. �' '~ ('� , Association, Inc, - I OLD 15-085 07/27/11 DATE -07/27/17 . :.. 44 9355 N.W.36th.st.56 305,151105%o 6.140515,11013 33166 4268 WeStroods Drive 2 "4 +,+L ��HIII •('{j 1\ Phone;(305)871-I530.Too:(305)871-1531 DRAWING NO `` .•�'Q,4 11 o-m d:e61eco0oN.com West Palm Beach, FL 33407 2 _ .)7_1 7 -;......,6%,-„" NAL'0 001t'' W4L1ER 4.lILLIT 4r.P.E. 4 . 's r FlORISA 1'uc.6 44167 S SHEET -. P.E. S (Cf3tuNAYURE/DATE s -14- OF 20 - u.. 1., It 1 • I i 'i 't- i Z1 i • = `Ab •).Sj,1 A .y r: a 's AI Fe; GIVEN MAX. SHUTTER SPAN. NEGATIVE_A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE 1401.04110CS ON SHEETS 16&17). SOUt11ERN PINE No. SPRUCE PINE. SPRUCE PINE SOUTHERN PINE No 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2'-W/MIN:0e0.55, FIR NORTH 'FIR SOUTH DOUGLAS FIR 91/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 0=0.36 PLYWOOD AO1 Ni Gh--0.50 W/ W/ MIN. G=0.43 PY/ MEN, 0=0.36 MA%1MUa ' SPIV(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOONY 7 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 \ S&V S &V 5&V tsn.rem tom mum sago)an teat*s t sum cuic cal en a5A7EGCts R DX tp:O,S0 cuss!M(t£X10 TAM 04 ASA TEPA EOK Roc was.SO mot PASS£WOG bat ttn i1301 NODE 51E vacf.1'06 res,NIA 6130P1 sac war,rem slum nous E0c 44 IEM106010 10600 how'saae 44 30 40 60 75 90.105 30.40 60 75 90 105 30 40 60 75 50 105 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 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0'OR LESS 12 10 10 9 8 8 6 1 6 6 6 6_6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6"6 5 4 4 4 3 12 12 12'12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'--0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5._0' 12 10 10 9 6 8 6 6 6.6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 '6 5 6 '5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12_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 6 6 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 -712 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 10 8.5 7'_0' 12 10 10 9 6,5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 _6 5 4 3.5 12 10 10 7 X3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.E 12 12 12 10.5 8.5 7.5 8'-0' 12' 10 10 7.5_4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6^ 5 4.5 35 3 12 10 10 4 - - 6-6 5 4.5 35 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9-5 12' 12 11.5 9 7.5 6.5 g'_O{ 12•10 10_5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 a - 6 9 4,5 4 3 3 12 10 4 3 - _- 6. 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 10612 12 12 11.59.5 6.5 12 12,10 8 8.5'5.5 10'-0" 12 10 7.5 4' - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 3.5 3. - 12 10 3 - - - 6 6" 4 3.5 3 - 6 5 - - 12 12 .12 12 11.59.5 12 12. 12 10.58.5 7.5 12. 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 .6 4.5- - - 12 10 4.5- 6 5.5 3.5.- - - 12 10 - - - - 6 5.5 4 - - - 8 5. - - - - 12 12 12 12 10 8.5 12 12'12 9.5 8 7 12 12 8.6.5 5.5 4.5 42'-(1' 12 10 4.5 - - 6 6 4 - - - 12 10 x`3:0 - 8 5. 3.5_- - - 12 10 - - -.• 5 355 6 - - 6 5 - - - 12 12. 1211.50.5 8 12 12 11 8.5 7 6. 12111:57.5 6 5 4 13`-0• 12. 10 - - 6 8 - - 12 10 - - - 6 4:5 - - ----I' 12 7.5-.1------ - - 6.4.5 - - - 6 45 - - - 12 12 12 10.58;5 7.5-1.2 12 10 8- 65 5.,5 12 05 7 5.5 4,5 4 14'-0" 12 10 - - - - 6 5.5. - - - - 12 7- - - - - 5.5 4.5 - - - - 12 7 - - - 5.5_4.5 - - - - 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 - 16'••0' 12 - - - - -.6 - - - - - 12 - - - _5 - - - - - I1.5= - - - - _5 - - - 6 - - - - - 12 12 10.58.56.5 4 12 12 8 6.5 5 3 11,58.55.5 4.5 3.5 1) HV BLADE OR 1 HV BLADE W/ d HV WINDOW BLADE WORKING IN UNISON* •000 u AnU15 Cr uSE FOR BLADE()CN SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR ON 50UD WOOD SOFFIT SHALL DE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE Na.2 W/0.0.55(N.D.S) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED E3Y I.T.W.(WILDE% W/MINIMUM EMBEDMENT AS INDICATED AT • -DOUGLAS FiR W/G'0,50(6.63.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0.0.43(14,0.9.) E%CP.P1100.SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/G=0.36(N.D.$.) -MIN..1/2"COX PLYWOOD.(1986 ARA). 2.ANCHORS 10 HOLLOW CEILING SHALL,DE AS PER MOUNTING TYPE U.SHEET 17 AND SNAIL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. • 4ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS-OF THE ANCHOR'S MANUFACTURER. 4woe A,,,,,yh,,•� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1 Tit tL�A. r!J. 02017 EASTERN METAL SUPPLY. INC. (_`1.r :6</:,),..N. 02017 RLTECO,INC, 1h" �tCENSe..,Aid` BERTHA HVTM Tit Accordion Shutter System ti ,�" I1 L ECO;1 N . A.S.-S.A. RV. BLADE#1 w/OR W/0 RV.WNDOW BLADE American Shutter Systems REV.Na DESCRIPTION DATE 0984011 BY: L.C. �+,r, TILLIT TESTING & ENGINEERING COMPANY. w11; II•_ef, 4r 1 ASSaCiQtiOns Inc. 1 OLD 15-085 07f27/17 DATE 07/27/17 i p0•:A� ,"0 ' .a1sz N.W:36th.s. 5e vRCNA GARDENS.1-100 1114E 4268 Westrood$ Drive 2 S Phone:(305)871-1530.Fos I (305)871-1511 DRAWING NO "eS •.,atm), ',k,14�A .-malt:aleaa®aa.aom West Palm Beach, FL 33407 3 ET A,TILB719 4 17-107 ./DNA`i !1E wAETER A 0057 Jr.P.E E. A,! FLORIDA Uc.if 44167 5 SHEET .- P.E. S'aC/StertIAl'URE/DATE _ __.____- 6 15' OF 20 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & g HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE(j) ONLY SHALL WALL FiNISFI BE , ED TO 05.0 •s A.S '. •ESIGN •I SSU I:_ R'TI G _ SfE T 19 F•' uA PA & i : -1/4"o TAPCON OR A. D 0_SI N PR UR I,'...1.NG FOR STA t I•N W a B •D 0.i n i,.. rn WO', GIN !SON ---` / TAPCON WITH ADVANCED q - THREADFORM TECHNOLOGY- \: 1/4"P TAPCON OR �.- W/ 1 1/2'Mn.PENETRATION -"- (1' TAPCON WITH.ADVANCED THREADFORM.TECHNOLOGY .-- -�— , "'"r OF t}4RFAOED ARCA -TO i �.,,,, WI'i 1f2'Min PENETRATION OF THREADED AREA 10 EXISTING IF WAN.SEPQF51ON I _ 1�: \ r 1 - EXISTING WOOD HEADER: a- \ I WOOD HEADER:(SEE 5CHEDU40 ON SHEET 15) TO pgc,r, ! 1 DR cg I i, JJ r (SEE SCHEDULE ON SHEET 15) . 1 i' j ©,n CO 1/4'C-20x3/4'S.S.MACHINE ,_,_SCHEDULE ON S}BEET i t 12 da 1 I I r ln4'.�' S REWSOwC/1/4'-20 NUTS 11 FOR FADE m5.NS' ® �, //- 1.Min. F O1 Cil& D� 1 1 s j 1. - EXISTING 6 Ii I - I e l/ D—r E4 1 GLASS-4 111111 1 .Y't H { I .} � I �� } N"- r _-05T \} -� l/° � NCFwM'4S(ONAL) _ WAIL ;I� eL a «_ — EX15T1NG MIN }� Y,;-�•- FINISH { V 1;,. 'n t ID Da((. 2x4 WOOD ,II ♦ • EXISTING MIN (}' / �" ._('� wOODfff Iii t t 1 t 6 '� 1%4"0 TAPCON OR-TAPCON WITH ADVANCED HEADER REOUikEO 7. i .- `✓�� HEADER REQUIRED 'III � s1 �I EXISTING 6 UN SEPARATION i I I I I I .I �:J I II ,V. t ' 11 1 -7HREADFORM TECHNOLOGY W/1 1/2' ft S i 11116.PENETRATION OF'THREADED AssA TO GIASS+r-1 '1)GLASS( I 1 MIN.SEPARATICN TO GLASS )I I 'i,, 11 �1 j 1 s LXIS iHG WOOD HEADER. .---- Xl C'S 1 I TINGEXSi II 1 Li y I (SEE SCHEOUIE ON SHEET 15) 3' 1,FOR BLADE.4 .1) - GLASS- (SkE SCHEDULE ON SHEET t1). I I 1 - i ON SHEET 19 FOR ` 1.- `t_.�k.u: ' ,.-2'x4'CONT. SDI i+ HAOES0.43 ` ' . ''-+� -L i PLATE REO'g. i O0 HV WALL SILL INSTALLATION __ �HV WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION Mr---• i� ' t MIN.SEPARATION TO GLASS i'1, I I - MIN. SEPARATION TO GLASS I !rl EXISTING F 1 (SEE.SCHEDULE ON SHEET 11)`- V GLASS-- ,I 6 I, 8;-1 EXISTING ( (SEE SCNEDUI.t ON SHEET it) I I - ,}: 6 }AIN.SEPARATION TO GLASS .V GLASS-,1 I E?(GLASS 2'x4"CONT: .(SEE'SCHEDULE ON SHEET II) .I 1 I (_ 3 GLASS--1 I t 1 ., �. W000 PLATE ) i d ,.( , 1/4"0.-20x3/4"S., 4. } P MACHINE'SCR +S 1 ,. REM). 1 Ti 1/40-20x3/4"SS. 1' r 1 USINGNI/4"-24.NUTS IIs' ••I i 1- L ." ' MACHINE SCREWS W i r E...,-,c-3.-z;...,,,.. WAl1 ' ' :: "`,..� -- i-,_ 1 o C4."'20 NUTS 0 12' i ® i2 o.c.--�� ii I .i aT FINIS!} }0 1 �......-,- r ! i I 1I t i Da 18 ,,,----11, T �I}} ? -1�oR 18 O ----1 oR 15 t .?.. 2'x4"CONT-- t }1 {,E 1 i 11 t_ ... +1{�151 i r. 1 /..- . I i WOOD PLATE . ` I i }..__...--�`' S1 '1 REVD. 1�� I DEQ-. I. tiII . IS 1"Min, { 1 1 { t1 ( i 1".Nin. `'1 i .� 11 1 1..,__ 4 t C v ') {It; '-I i/4'C TAPCON OR TAPCON WITH ADVANCED 7 'c `i 1 1 'V` l'. - 1 1\ 1 i I 2' i 1•J, 2x4 CONT 1'r. Min. PENETRATION OF ORM THREADELOGY D AREA TO \( - I� • .I ..•I REATAPco TECHNOLOGY W i ANC ED ''''‘i''.%, 11. r'it - - -S L..PLATE p{ EXTERN* 4,0)HEADER, 1 1 8 1 ." 1/ o tAPCON OR TAPCON WITH AD t i . 1 s - — I.L..._3!:_., s,' 1, 1/4.0 TAPCON 4R P.i4TE< t RED 0 p" SCHEDULE ON SHEET ,,\ 1 1111 ,I TH / /" \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL. 1 1 li o (SEE SC 15) 1 t1,�I LLI LI, _I xs} Min.PENETRATION OF THREADED AREA INTO PLYWOOD- 1/2"MIN.COX . THREADFORM-TECHNOLOGY SHUTTER ASSEMBLY. -i °`S ...1_,J '.} ..-.1: WALL`FINISH t (SEE SCHEDULE ON SHEET'TS) £X}5tiNG III.2"x4" T PLYWOOD REO. .ID VW/ T/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN DE "MIN.COX.PLY1Y000 REVD. STUDS 0 16'O.C.MAX._.1 WALL.FINISH THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2' REaa PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. RO HY WALL SILL INSTALLATION EXISTING MIN 2'x4'S11.IDS 0 16'.OD.MAX.REDID. ATTACHED TO STUDS IN - .. PLYWOOD TO BE ATTACHED TO STUDS}N ACCORDANCE ACCORDANCE WITH WITH SECTION 2305 OF THE F.B.C. . SECTION.2349 OF THE ,HV WALL SILL INSTALLATION •SEC u, AT}ONS-OF USE oP F.B.C. BLADE UT ON SHEET 19 P( HY WALL ILL INSTALLATION FLORIDA BUILDING CODE(tion High Velocity Hurricane Zane,` zAJil1/ies� I..t$10111000,,, "_. X2017 EASTERN METAL.SUPPLY. INC. 61161 Ir4'(t� ria,2ow nirEco,wc• 4,,4P .. i A BERTHA HVTM il \ic�,us� ~~ ` A Accordion Shutter System / iILIIECO �N . yr__; v #1 w/OR w/o Irv:nlsCxt B1ADE $ - • l� :, TICCIT TESTING & ENGINEERING COMPANY American shufteP Systems REV.Nn DE5'5-TIT DATE DRAWN.BY: L.C. 74' ' Association, Inc. t OLD 65-085 07/27/17 DATE: 07/27/17 sass sx.36th:'A st0 305.MRCQIIx GARDENS,FLOMA 33ibA 'Z. ©,�. ;0 A '-' .'O. Sr Fiume.(305)671-.1530.Fc.:(305)571-1531 4268 Westrood8 Drive DRAWING No _ y, 1}j� �aR"-' . '-'(4k'a0 c ES-J 6OAoLnom West Polrr Beach, FL 33407 ` 1 •-107!07 �`0.q.�. '•e•L ti6P_`y'E}i WAITER A.'DUG Jr.P.E. ..13,...E., 2- A Ott1/DATE F ORiDA n�.9 44161 s .SHEET OF 20 , . , . , INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C) HV & g HVII BLADES (AS APPLICABLE) MAX. SHUTTER SPAN 1+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE (i)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSUREi ,RATIN .G SEE SHEET 19 _fOR_ MAX WALL FINISH SF1AN & DESIGN LOAD. FOR INSTALLATION WITH BLADE T & ® WORKING IN UNISON i .,/ 1/4-0 TAPCON OR , -EQ- EC r .2'MIN. -- ."-- OF APPLICABLE) I' '.. n TAPCON WITH ADVANCED EDGE V -- • '..:11 THREADFORM TECHNOLOGY 4"*B"(Min.)EXISTING ---7--,-1, , , woOD BEAM REQUIRED. / ,/ ii . , . ,/ ,- STRUCTURAL ADEQUACY / i // / 1 —../ w/T 1/2"LEA.PENETRATION I/4"9-2093/4"S.S. OF EXISTING WOOD BEAM / '1 // / I ' t ---. A 'I _ t OF THREADED AREA TO11,: .._I. PHILIPS TRUSS HEAD TO SE CERTIFIED BY /,, "'",..,;1/ -. —.., /\ /1\., i 1 '.....V2. . EXISTING WOOD tiEADER. MACHINE SCREWS REGISTERED ENGINEER OR•',/ .....----,..; 2 EXISTING WOOD I T / ' ''..T.E. '''' (SFE SCHEDULE ON SHEET 15)Q ':"' 'F---.-.----..-- --.v.. ...-- ,,,/ TRUSSES OR VT/ 1/4"-20 NUTS ARCHITECT PRIOR TO "----u--,-..,f•--EU I. ' :\ / • \0.4 ''''' /r 4 RAFTER EST 24" i lir .;.: : -1/2- / ..i../ 7 r-E • ----•J; tr Q.C. SHUTTER INSTALLATION, , \ Ara= — 0.C.REQUIRED // I / .--- ....].1 /..._ -.".'n , 41) ! Ait .., / !,----- / ,- .. ' r 1-77"T11---1-. G . h• /. "..--- EXISTING SOFFIT ' M1,t1.1,,,161.1.1.11 --t TAPCON WITH ADVANCED ../ /... .25r THREADFORM TECHNOLOGY / 4 ,„,, '--- g / ,---3/4"Max THK. If /*HIE i 1 ,,I Max. yr/ Min.Pk:NUR/MOM ...___ fi4x3/4" -Ei T *EC/ - EO0- . .-1'Itex1/8" ALUM.TUBE I.I......!.;\.: !: 1 OF THREAIED AREA TO / EQ-"X'.-A971 ./ ...... . V (6063-46'ALLOY)W/ ''./ '...fi 1 OPTIONAL ti 11 f EXISTING WOOD HEADER. / / cj_iiC) @(3 r cc. 1 ...1 riti::::: -' tat 1 1 o.r.0 or 1 . 1 t ,-,.•..........001.-7 I I (SEE SCHEDULE ON SHEET 15) 0 (3)5/1 VW LAG SCREWS'TO EACH RAFTER OR TRUSS. / I , t "q,?•IF.-:'rt-'"ETN1-1 i 1 1 -• or or 1 LOCATE LAO SCREWS AT 1.____L-4711.-- ',2:‘;'' '-- . . I[-IT I .1-... 3i,'L I.k MIDWIDTH OF EXISTING WOOD [If 1 1 <-3 I MEMBER,(2"Min.NOMINAL , _EXISTING Min 2 x4 --- EX/STING-11 HEADER REVD I 1 1 'Hi . OPEN HOLE AT EACH WIDTH)9//2T Min. GLASS 11__________ •MIN.SEPARATION TO_ GLASS _ 1 1 exisvic , : STUD TO ACCEPT ' I PENETRATION OF THREADED f (SEE SCHEDULE ON SHEET 11) { 1 I GLASS-- 5/16•0 LAG'SCREW I 7,1 1 ›E AREA.VALID FOR L _.--___,_ ' f. v. 1 L , !ii i! AT CENTER OF TUBE, I 1111 * INSTALLATIONS WITH 72pst I I r 1 I._ MAX.A.S.D.DESIGN LOAD ANC 11W Rs/FA/WINN ' '11 I 1.‘. EXISTING , ,..e.:.stanch .-f /, P. 9-IF MAX.SPAN.THIS HV WALL HEADER INSTALLATION otASS TUE • I . GLASS-- 70 GA%(sEE - INSTALLATION a ONLY VALID ' iIN M ONO• ' 'SOMME a,sou 1 1 1 Gat WEST 19 FCR @OR(te 7 11 FCR SUM(ONO FOR WOOD W,/MIN.seEanc , Lau, _i WOOED a 0 ------ ' ' CH SHEET 1/1 Mk I 131JOESOR 9 1 1 _ ,,,--* GE I OR SOUTHERN T0H.SE R0 NA PINESpi No,2. 1-SCE SHEET 4 FOR TYPICAL SHUTTER ASSENDLT .._. 1 A 2.4.40aNTING SECTIONS CAN GE COMBINED ®1-1 V CEILING INSTALLATION 4._ 4 I ,.."..0 OR EQUAL. Q._,.1 Jr ')HV CEILING INSTALLATION IN ANY WAY TO SUR ANY INSTALLATION. / - -1 M.9EPARION r-----11----r-r @0R& I I . TO CUM(9/E -I { MIN. / It ;saRDKE at stEET t MIN.SEPARATION TO GLASS , SEPARATION EXISTING 7 It FOR ELASE(D410 ' ......1 TO GLASS To , (SEE SCHEDULE ON SHEET 11) . ' ,,,,,, EN SHEET 19 FOR i 1 , * ii -----° GLASS "to cf,„.6 f I`t • RUE SCHEDULE EXISTING r ,II ----O - '' ION SHEET Ti) F.A 1 I U N i II I i VIII I 1-....--I 1III t ALTERNAT I. I , ANCHOR /T ul -1I 8 . •• i WALL 7 UST _ I LOCATION .\ __......_ ,, ! EXISTING 1 GLASS • .__, "--T- MI ---..,I 1111_2"x6"MIN.WOCD \,,,, „fli DECK REQUIRED i ___,___ FINISH r 0. 114 v4. J ®.(-)), ., ,. , #100/4"HEX -3/19-7,''‘"' -....— . WASHER HEM)Tex ,,,,,, El ....._ ,..,I ®OR 1t? I 2"xe MIN.•WOOD-F.,.., w SCREWS 0 ir 0.8 1 - i (NO FINISH DECK REQUIRED(NO . ..,., UMUOMMMONNO FINISH ALLOWED) --- ----x-,=:. ::------1-. .1. ---- - EDGE OF DECK . -------1 0 „A,..,•_______----- / OF .r.....--7------- - ,--EDGE OF DECK * 1 I. I . 1 Ea a • ------- ..„. _.-.- DECK IF ,, ,. 1/4115-200/e OS. ..- E:m...,_------ - -7-=.7.-.-'---- I VI\ 'd " 1/4"m TAPOON OR „.' .HILUPS TRUSS HEAD — , 2.'-dIN-.--- -x...--.:=- it/ - __-4 --- ---,;-.-_. _ TAPCON WITH ADVANCED '''''' MACHINE SCREWS 1,'.2"x4'CONT. ',IT, THREADFORM TECHNOLOGY THREADFORM TECHNOLOGY W/ 1 1/2"Min. --- ' ' --- 1/4Tl IRTICON OR TAPCON WITH ADVANCED / \--SILL PLATE III Vii 'Pr-29 NUTS 1/46 TAPCON OR TAPCON.WITH ADVANCED THREADFORM._/ _ '. y 1 1 UFO 1/2" PENETRATION 0 12'0 . PENETRATION OF TH/LEADEO TECHNOLOGY W/ 1 vr rAn.PENETRATION OF THREADED i 1,. R, 111. ,II1t , OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SET. — _ EXISTING.WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ® (SEE SCHEDULE ON SHEET IS) .SEE ULOTAT t S OF USE FOR -----. EIV WALK-OVER INSTALLATION C‘._/)HV WALL SILL INSTALLATION Ttivii!fg,.`tiliss..19 C)HV- FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity R ..urricone Zones, 0 ...... 02017%TECO,INC. 11(2017 EASTERN METAL SUPPLY, INC............. ... c, f,.. BERTHA HVTM r • 4'*1^. —.-"--. •• 1.z• / \ - HV.Accordion Shutter System- ILEIN : SN MME BLADE#1 W/.OR W/O H.V..witow BLADE -4 to • 1/(fi,) i*.' riLisr TESTING & ENGINEERING COMPANY American Shutter Systems Association. Inc. REV.No DESCRIPTION ) DAIT DRAWN PT; LC. 1 OLD 15-085 GT/27/1T LAID 07/27/17 ... ..6".....In., . ... ,',. CM NM.3M.St.Sta.305.WRNMA-CADENS.RONDA MCA 4268 Westroods Drive ..1/1 f ID •.n. "G. ...., 88088:(303)871-1550.ERA I(305)871-1531 DRAWING No West Palm Beach, FL 33407 . s .- '........* -", •• o-tral:UtecodooLcon, EH-066719 WALTER.L TILDE Jr.P.C. 4 ' - 17-107 -•....._ .... FLORIDA Lw.i 44167 5HEET RE. EAL/SIdFiATURE/DATE -- - 17 OF . . _ END INSTALLATIONS () HV BLADE OR PI WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS na-um.WOOD MOS REVD 2*.e 9F1 WOtO T., 'tht "PdaellailEMMINE 5IUDS REVD. MillannigirWil?i' rs.'.... ...., AP! a2RPTDS E) Os APPUGASLE) :%,.. \ /f.•••• .ANON.0 S'0.C. aiMININIUMBEing 1% / ,:..4 N / ..._ 1/2 FINETRARDR N / ..P' i stir 191 EXISTING COSS--\ 6:1, g 1:— t, .1 • 4 fa / ke EXKIM CUSS 1 / % KS 117.11374 — ---c. ...._ Exr- LS11,4 GLASS ,.,:.vr exo COX .4.,,..?-,-----..........1_. ---- SE .,. M ti7ti=T. ...wc...7_,.... A .5,EAM,V, TO ai.m orE ......V.1,141,:<4%.‹.15, .:2.1,,,,21:1, Fixw000. e41'.i...-4f,K.....x."W-ital.X.V,0;., WelakE C.s,ecr =,.. ‘` Tams(41' V2-Vet CDX r...Lx.c.cytc.---,-..-- 2*-- FO ox$1 MX' 'socroct ox ORS eye..:-.,%'^:,Z.',,MSer- FrfAtai7;',I5. SofIxxX 04 WEI MOWS. 4 ,,.4.-t'''''''"' 1 t MR WEE ti)..) . •0 Ora' --. I ,,,„, , +um EucEmse cao$3-ro cONT. r,,,,,,-' 1/2.Dot CON 5''9T2I it Ke I [ II PCI ViflIcr I/O..fjr*Tai"-- 11 RN(WC 0./NO/ CI WET 19 FOT ., 1 CO Sial ni FOR EVA"s06:43) nuu,CLOSER POW.XID 01/0 (1).9 .., nva...,J f I SYstE50)*op PLATE(LOOM lirf il. i MACRO&e i rir i t t , OF®) , I I ...r,..2..... NIN 44 .4 , Ate. MO/2.S.M.S, t ON5 0.0. riPTY./..'"-$*'-/ 'L k ...- 440P ....\--...., ...3....,,..... -- Immo. V,•.s.1.1.— 7a riffix. 1 0)floA1/2-S.M.&,a. I --,-, 0 Of Mk. 't ..(2)114,,,T.T.:0103..,1=.TO I l' 1 OR 0. I SEE DEM X E•- oR 4.1. , 6-------' ORM Doe a'(9 "„.„,o "'''' • / SIDE CONNECTION 70 DUCKS SEE DEMI X MR--/ OR Apr41/. 1 Syorcoot.1,..„4::: 4.).. e.5.49,0 ,oi..iii,,,t)„„ DOE COKRECTIOR 1,0°4.0'®.1.!'.'<0.0. TO TPA= itli).@-0.Ctinejlt.O. iii43-$.0.(ti>414.47.v. I` V TACKS Q-(3).:0-0.(:)--a.0., 0.0-0-0.ev-e•o- (t...43,1).o,,,• .9-__./ ®,or.134,-,•10-6- • (:).®-(1)-c).®-o- o,0•@-@•o-e,9- ‘.....,,,c).04).0-0.' O.O.--0-O.&0- 0-O.O.C.4.0-O. (9-0-0.1).0-0.,. O-O-0.-et.-01-0. 0*(0-e•@-€-P@ o•@-o.03-@•43, oco•o-o-.3•-o.D.(t- (:).(3-f..,1-ft-g.o. e.c0-0-0-0-0 END CONNECTION DETAIL M END CONNECTION DETAIL® END CONNECTION DETAIL® END CONNECTION DETAIL @ ocamt I.REWIRED 0.V CM SPARS(WATER IRAN Ir-r I ..„.,tv...ss -41404 1..CON AN.C.ORs ve.upcoN .-. poop's US - torn..,,,,,,,,I__,\ F "'M K" 1./. .MO MC. . '-- , s i E/OrRolox air mammy.,2+ ac.„ 1200OLE --S 4 t SEE LIMITAMONS OF USE FOR iRS RR V.PARVICRI ' rilliarRIMMEIM IWENNNINE10 I/2.UK %MAI CR 94ECT t 4 0'1 POI MADE MARI -, - „IIR 5RT:1tNu1-6,R3V'.z0Gt.W2xR'£1IEA5'NCT'Ex(SWIiFEOMERT'iI• r 0A• i1.11k 1ii4't1';•.''nm1. .it-..6'',,ta ___ .............,.,:. BLADE(9 044 06501 19 tD' ir , () GypR 0 Jr:-- COOR a , , •,....e. , ...” , . \ 0, wan r.: . 7;7 i ,...,, ,,,.... 0 014,"1(g,063 VIEW Y 0‘.0*®•(,).0.63.0. \,WALL nNIsli 2.4'Da NOW WILL 4",4..,..4. ..N' "- zi[115 RCOO. Ms% '0.6.6.P...1.0" PLAN , qsr•t@o..(I)-IS-f..C4- (>0'0.®-®'0.. IXT.:1•12,0•041k. ,. 0-0.4T-0.43•0 . 0-0.0•0.6)^0 DETAIL X END CONNECTION DETAIL 43 END CONNECTION DETAIL,1f2) ,....,/ . , FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) it ir°,Atik As 7)4?' ,.:: . *2017 TILTECO.INC. 0 2017 EAETTERN METAL SUPPLY, INC. 01 AV........,.....,. 4',71'44.. BERTHA HVTM ' '47.= ..NCENs .. 4'(. '7,. / . '4 / ... .. .. . ILIEC 0 INC. A• • • Hv.ABAcDEco#1rdWiioORn W.S/0hKuVt-tVeAIrWSWy m ... .. • •• - .. •• ' 9 'If'* MUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DAT5 00009 0Y. LC. . 6355 NW 3504 St.,Skit303 IhRCINLk CAMEOS MVO%3316E Association, Inc. I OLD 15-085 /22/22/17 DATE: 07/27/17 '1. Pion,:(305)1171-1530.4 Fax:(305)871-1531 4268 Wqsteoads Or4ve 2 DRAWING Na .-mal DllecoOool.com West Palm Beo6I-L FL 33407 3 ED-0005719 ' ---/ONAL04 ,./ %%VCR A.%LI J,P.C. 4 17,107 .- - P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.#441437 6 5 • - _ . --- -- -- - - -- - - - 18 OF 20 . , _ -_-- — 1--04-P'41.-4'''@"0 .4- Q�i°k@0 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA j{�NY BLADE ACCORDION SHUTTER WORKING IN' `I" `;!' 7 0 (4 m� I 1 c> _ UNISON WITH HV WINDOW BLADE Q9YCiFM la t L'�� `/` �f' �.'f' I.MM.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p,e.T. _ '. 1"\ {—µ - 2.MAX.SHUTTER'SPAN:96` / 3.ALLOWED MOUNTINGS:A.0.0&H ON SHEETS 6,7;AS WELL AS MOUNTINGS'M.0,'T,USI W ON SHEETS 16 dr 17. _2 c504..?)�' *�,,ONLY CENTERMATES 2 (80TH,W/.�4}OR 2)ARE:A3.LOWED 6101(21� (3.®. wry' ;//��'y�� r' tC7 OUT. E. BE INCLUDED ONLY AT 00 RIOR.ACCESS SIDE OF OPPOSWC TYP..EA.ENO 00 � Lii0 L 0 0 5.(A)HV WINDOW BLADE ra SHALL ONLY ALLOWA MAMMAL QF 5 O PENINGS (3*9 HOLES)FOR GLPERUDE AT SPACINGS SHOWN ON SHEET 4: MAX.5 WINDOWS „ V0 0 0 . •0 0 0 f 0 AN.CLEARANCE TOP BOTTOM EDGE OF RV WINDOW BLADE tOF ANY 30 HOLEPoR(©SHAD,BE ALLOWED AT EIN n WINDOW o (C)FIRST OR IAV FRAM COKING.OUT FROM STARTERS AT ENDS MAY BE 11V E - ,mNOow OIADE,1A //� (f� (f� ff� ♦s} a °( 1 0 S 1 (D)RV mNf70W BLADE.i�A MUST BE USED ALTERNATE TO A SOLID MV BLADE® g 0 0 34 `�� THROUGHOUT SHUTTERS WIDTH ��++ ♦ A (E)C RMATE5 SHALL.ALWAYS BE INSTALLED ADJACENT 10 A SOLID FN *- 0 0 ' 0 0 i s 0 0 0 op BLADE 1 AT EITHER SIDE OF THEM i SEE END ., (F)POLYCARBONATE HV WINDOW .SHALL BE INSTALLED SO TABS FACE. CONNECTION �"F♦p /(J.�� 0 t♦4 - OTHE INTERIOR OF THD OCEHDMS B NO PW SET N HV CN ROV MUST 8S DETAILS ON SHEETS CI 00 ,Lr/I .I�.OL • i i2 0 y°j 0 ra INC, INSTALLED AND LOCKED USING A FN SEI'fING 700E PROVIDET)BY ASSA, 10& 18 TYR. I — - `ut ♦ g'Pg FULL HEIGHT.— - - •a3 6.SEE.ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME j BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES g TiP O �. _ .:/31� - T-&2 ABOVE). k -„ : T ANCHOR-SPACING SCN£OULE.PoR INSTALtATioNS ttFiO POURED iv 'I_$f CONCRETE OR.CONCRETE'BLOCK WALL ON SHEETS 12& 13 AS VurTED BY � ry^ _ I I! SPAN AHO DESIGN LOAD(SEE NOTES 1&2 A80VE). - - 4 6.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) (/ �-., l'- MJ TYP'TOP&:BOTTOM ♦♦t r-li"�}ppO pR + i WINO ZONE MINIMUM SEPARATION TO GLASS ...._ .. ----UNLIMITED WIDTH— \'•.•- --"I IT 1HRU 3. i' � ELEVATIONIAN SEPARATION TO PASS �" .1 — e:zs EXISTING CLASS-1 -(SEE SCHEDULE CN SHEET 11 FOR HLTDE()` AND CN TINS SHEET FOR 5ADESI1)&EE ______ 5 /r # �� ALTERNA OPPO 1C CENTERMATEs (Q w/s4 xTERIOR CNLY1 f lTMP 3\IJ ALT w/ OR T5(SEE NOTE 4'ABOVEI IC.Pro / 6s' )'yP, SYMI.I RIC CENIERMATES 2 i1 1®��s%` ' /�-""" tw,soc` W/(i OR{I5 AND .--_-___- (. I ) W/a (SEE NOTE 4 ABOVE) PLAN' TYPICAL HV BLADE WORKING. IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ,-., -'. 111171 A 'l/ •. FLORIDA BUILDING CODE(Non. High Velocity Hurricane Zone; _1411•0,, .. �fry 02017 RLTECo.INC. ©2017 EASTERN METAL SUPPLY,.INC. "�' '�$F'' �''` BERTHA H\/T1,4 ,•,,._ v I E C O ■A ■ ■ ■ HVBLADE ORW/0 WINDOW BLADE.Acc0rdi0nShutter System �'e4�' ♦ I •��' TILLI7 TESTING 1c ENGINEERING COMPANY American- Shutter Systems- REV.Hp DESCRIPTION DATE. DRAWN BY: L.C. 1^ AC ., d 6355 N.N.36Lh.St 51 3W5.VAGINA OWENS.FLO 01,33488 Association, Inc. 1 OLD 15-0$5 107[27(17 DATE: D7/27f17 �-t' '•rAOfit , 11 Phone:(305)871 130.Far:(305)871-1531 4268 Westroads Drive 2 Q!A••s 'It' a..LltocoO ol:com West Palm Beach, FL 33407 s DRAWING 7-1 07-. . s4701YA4,,. • e 18-0006719. 4 17-1.07 ..- ,:."r r WALTER A.TILUT Jr.P.E. ........ar FLORIDA Lk.i+4IB7 5 - : SHEET__...__ - • RE. SEAL/SIGNATURE/DATE: _ 6- 19 OF 20 ---%lJh.ASTM2A-0., 4D 1.11. VARIES � INSTALLATIONS W/ HV .BLADE & HV :CENTERMATES: 21 --2.000•max. Mm.G-60 GALV.STEEL S M6>I INTO METAL STUD WALLS * ao�°153' [Atli.METAL STUDS AT 16"OC Sille: ---� �+ti .-,,,,,p- ' �� tr•r tnrrmriittarrarF t 6'O.C.••.{t,9 n 611,..- - v2` .475" * 0 1/4"0 NOMINAL E W � � GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE �'- f X11 �2 - FOR BERTHAc1)HV BLADE ACCORDION SHUTTER Li 3/4 6 t/4' 0035 11+100 MA. -.1 ill a° SYSTEM INSTALLATION TO METAL STUD WALLS 6463 TS ALLOY coNT caLv.s,E£t TRACK.CHANNEL, 6'o.c. �.6 0.0.^.i •IH SEPARATION TO GLASS SCHEDULE'.. k 3 Dao ASTM A-653 GRADE 40 Min.C-GOJ ; ry _..".—Ma GALVANIZED FASTENED TO 51V65 •/ 1. MAX• A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi') ri/(2)86x1/2'TFDC SCREWS ON EXISTING'FINISH j� {({( 0 Z vuar+nru+ruaun+aagqi INTERIOR C EXTERIOR FACE AS APPLICABLE {F N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM . i ASTM E-1996 SEPARATION aac LENcr}t-r ,. DIVING cuss: + MIN SEPARATION '` 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS `� CO1/4"0-20X3" BOLT TO ci.Ass -Y�`- (5EE SCHEDULE) t !i► 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED _ t THRU 3 1"` (TIP.) x WITH 21 ARRANGED A SY METRICAL LAYUU7', MUST PENETRATE d3c 1" S USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4"x 6 1/4"x.0.035"THICK'Miry, EXISTING FINISH INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF .250'- 1373"1.Oso" [CONT GALV.STEEL TRACK CRVNNEL. AS APPLICABLE CENTERMATE. I n ASTM A-653 GRADE 40 lAn.0-60 _1_. ` GALVANIZED FASTENED TO STUDS ;,.1- .T i I I W/(2)#13g1/2"TEK SCREWS ONCEP n INTERIOR&EXTERIOR FACE \ 0L 06O. " :�"1 •Il 4 1/4"0-20 THREADS' *'I BLADE SLAG{ DETAIL HVF IS ALSO VALID FOR " T#0 o S 43 4 0 ._ 0 COC0 h I CENTERMATE 21 APPLICATION WITH BLADE 1 imT ,/2" a Q PRODUCrs FAI3-LOK HD tN�..,, .L-t r:,.r r ate uarlrrzau+u"n--f 12 !}"" 6'x 1 1/2"x 0.035'iMac `'Iii vnRIE's;j q .c .Min.ASTM A-653 GRADE 40 2 ET6i ;: COMPONENTS Min.G-60 GALV.STEEL 1 , MS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE 3/8= 1" METAL STUDS AT 16'O.C. Min ; I (TYP..TDP dr BOTTOM) II III IIII III Ill ----,v5.----.7 1 3/4.x 6 1/4 0035 DOCK Min. � E 7 Z I f 37 t ' CONT GALV SIM.TRACK C}NNNEL, d.f6 dx>v Jvt., EXISTING GLASS. o}p 016 _ kb - - ./ASTM A-653 PASTDED T MA C-60, I J GALVANIZED EN O S :. SYMMETRYCAl ` ' ? SYMMETRYCAL I. =I �1 w/(7)#6,1/2`TRK SCREWS ON • • MiN ION vARtES ' INTERIOR At CENTERMATES W CENTERMATES Wf I : roSCHEC 2` { EXTERIOR Face I / I I - (SEE SCHEWLE) Mx: I "/-.0). '(l•-� f } EXTERIOR ACCESS SIDE i I INTERIOR ACCESS SIDE I1 . .. �,' - i t I Y ( 1 1 Y I , 5"(m>) -1 IN 31(6 Min) IN '--..\ r1 - _- - - iil� rye .gyp'__. _. :- -- _..._a -. __._.— _ ;.._.__ Cdr F - am }� a N. IN® N_____ 2 i \\(.*..."' '' - rI \ IIT . kVIEW Y L(4)L 0 i V (6"Min.) �tiS" ( 24 - I SIDE CONNECTION TO TRACK 3 1/t•(TYP•).. .6_'/2'(TYP.)....._. 1 k.--...:.... 7' 6 1/2 MAX.SLACK *1k_-W..... (Gait.) HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOne, t}j1 1J#i 02017 TILTECO.INC. TO2017 EASTERN•METAL SUPPLY..INC. A,1''t±� �c r,I$<rr_ BERTHAHiVTM • iiL. C O INC. Q,•S■S■A■ Accordion Shutter System H.Y.FADE#1 w/OR W/O H.V.WINDOW RADE ` ` ' American Shutter Systems REV,Na DESCRIPTION DATE DRAWN BY: LA:. ' //4) "• TICCIT TESTING & ENGINEERING COMPANY Association, Inc, T OTO.15-085 77/27/17 DATE. 07/27/17 i :"6355 NW.3625.SL,St as;wmr,....cWDFNS,BARBA 331s6 QT DF ,'.�,,' Phone:(30s87t 1530.Fo :(305)871-1531 4268 Westroads Drive 2 F )^ x1 a- 1: 000671 E4am West Palm Beach, FL 33407 3 DRAWING No � tS �Qlllv V�Itii WAITER AOQDDLL8R2Jr.P.C. 4 17-107 U..ccl •• aa FLORIDA Lie.L 44167 S }'{E '{,_ P.E.-SERL� � RE/DATE- — - - - 6- 20,OF 20