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HomeMy WebLinkAboutProduct Approval BURNS RESIDENCE RECEIVED 9304 NATURES WAY • SEP 2.8.2010 FORT PIERCE, FL 34945 - Permitting® �rt�n�nt St,6d�l� F1Nfi€y OPENING WIDTH HEIGHT #7 43.25" 64" #8 43.25" 64" 444ke #9 43.25" 64" #10 43.25" 64" #11 43.25" 64" #12 43.25" 64" # 13 43.25" 64" 0 BURNS RESIDENCE 9304 NATURES WAY " RECEIVED FORT PIERCE,FL 34945 SEP2 8 2018 Permitting Department Rear - St.Lucia Co!ant)/ -0sa /I SECOND FLOOR 471, 4b7 419 /O • Front . , . . . , ,,,'• , . , ' i •,. — i - ..•-"iiiiriaaes ;:--,--, , .— .- . , • . • . -' '. , , , . - , '• „r.l37,:SCV,5.c.,:li2i''.'iS;Pt, - '- ., ' ' • - t 1dc,Ii ,' wooftmoNs, muctowl BCIS Home :Log In , User Registration Hct Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map , Links. Search d ,bhr 4.„ . . .. Product Approval Pr . ' Ift EIVED Product Approval Menu>Product or Application Seals/>Appirratiort List>Application Detail - . . . • SEP 2 8 FL# FL389 R9 ,2018 --— Application Type Revision Perrn , , mg De,„ Code Version •2017 44.14104prIrrnerit 'OUfity Application Status Approved' Comments . Archived 0 ...,..e,W Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Ernall 4268 Westroads Drive lkiff West Palm Beach,FL 33407 (561)209-8263 it-tkf ! bfeeley@easternrnetal.com 1 1 Authorized Signature bill Feeley • , Irodriguei@eastemmetal.com Technical Representative Address/Phone/Email • Quality Assurance Representative , Address/Phone/Email • Category Shutters .. Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . . 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License 'PE-44167 Quality Assurance Entity National Accreditation and Management Institute . Quality Assurance Contract ExPiration Date 12/31/2018 Validated By John Henry Karnprnann Jr. & Validation Checklist-Hardcopy Received ' Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC, DRAWING 17-107 CERTIFICATE OF INDEPC-NDENCE.PDF 'FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC: • . 'DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(l)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 ' CERTIFICATE OF INDEPENDENCE.PDF . Referenced Standard and Year(of Standard) Standard Lear 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. t'iLh L.,„01-61 7018 Product Approval Method Method 1 Option RECENED Date Subrnitted 09/18/2017 Date Validated 10/18/2017 SEP 28 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Perilliaing pep r St.LUCIG 1.2rttnent kai,itinty Summary of_Products EL# Model,Number or Nanie Description 389.1 Bertha HU Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ) Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVI-1Z;Yes 17-108 •BERTHA 1-11/ACCORDION SHUTTER SYSTEM POE Impact Resistant Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes •• Other:Large Missile Level'0".Max span is.12'-3"-for 40 psf Evaluation Reports positive ASD load and 1.3'-0"for 35 psf negative ASO load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5c2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'41" Created'by Independent Third Party:Yes for 55 psf HV3 blade vv/Window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASO -pressure rating of+72,-72 and 84"for+64,-64 pef.See sheet S for other spans and ASD pressures. • 389 2 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks 1 1 Only •(Non-HVHZ)-Drwg 17-107 (top and bottom)for stormprotection Limits of Use Installation Instructions Approved for use in HVHZ:No ,FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC, Approved for use outside-I-MHZ:Yes INC. DRAWING 17-107. BERTHA HV ACCORDION SHUTTER Impact Resistant Yes SYSTEM POE 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 Evaluation Reports locking rod configuration for the HV1 blade,8'-.0"for+64,- F1,389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.( • 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7"-0"p.s.f.for metals stud mountings and 8%0"for 110 p.s.f. REPORT POE for HV1A working in unison,See sheets-7, 11 end 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures, . • 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVH2)-Drwg 17-106 (top 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 mistile.Max. 16'-0"span at 30 p.s.f ASO load Created by Independent Third Party:Yes for Blade 1 and 18k-0r for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC.-•DRAWING 17-106 PRODUCT EVALUATION REPORT,RDF Created by Independent Third Party:Yes la..,‘1,1 Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-187.4 The'State of Florida is an A4/8E0 employer.Cooydritit 2007-2013 State of Florida.::Privacy Staternent Accessibility Statement::Refund Statement Under Florida law;email addresses are public records.if you do not want your e-mail addressyekosed in response to a public-records request,do not send electionic mail to this ant t- Instead,contact the office by phone or by traditional mail,if you have any questions,please contact 850.407.1395.*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 moans provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to suppiy a personal address, please provide the Oepartment with an ernaii address which can be made avadabie to the public.To deterMine if you are a Stensee under alapter 455,F.S.,please dick tag_. Product Approval Accepts: GENERAL NOTES: • 1. BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.) 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 WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER.WILL TABLE OF CONTENTS BE INSTALLED PATH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT'EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE'RATINGS INDICATED ON SHEETS 11 THRU 15. 19:&20. ,rte IN ORDER TO.VERIFY THE ABOVE.CONDITION.ULTIMATE DESIGN WIND-LOADS DETERMINED PER.ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS ,AREA 1: .._BLADES n&. 0Cy BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX..(A.S.D)DESIGN PRESSURE RATINGS,INDICATED ON.SHEETS I1:THRU 15, 19&20: GENERAL NOTES SHEET 1 IN ORDER TO VERIFY'THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS NQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WRIT SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q 90214.01-03,#0715.01-03.#1004.01-05,.#1214.01-05, #0317.02-06.#0609.01-10 AND#0210.01-11 AS.PER TAS-201,TAS-202 AND TAS-203.PROTOCOLS AND ASTM,0-1896 AREA 2; HV BLADE O AND NV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL. D,WIND ZONES I,: 2&3)&#1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) A -HV WINDOW BLADE Q#0505.01-08 AS PER ASTM 6-1886 AND E-1996(MISSILE.LEVEL D;WIND ZONES-1,2.3)BASIC PROTECTION ONLY AND#0725.01-88'AS PER 7AS 202 PROTOCOL. - TYPICAL'SHUTTER ELEVATION&NOTES ON LACKS SHEET 5 2. HV BLADE:®AND NV WINDOW BLADE © ARE ENGINEERED TO WORK.IN UNISON WITH.EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF'USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET-7 INSTALLATION DETAILS'G-M, CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION PINS(11V SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT'CONNECTION TO TRACKS SHALL BE#14,,2.75"AND#14»7.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS if/ SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi•YIELD STRENGTH AND 180 Its!.TENSILE STRENGTH.PMS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING.SY51EM AS MANUFACTURED BY APPROVED - CENTERMATE ALTERNATING DETAILS ITV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE Hy MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL-BE ALUMINUM ASSOCIATION ALLOY-AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM WELD STRENGTH FOR,6063-T6 ALLOY.IS-30.0.ksi.AND 35,7.ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-TS ALLOY, MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO SE STAINLESS STEEL.304 OR 316.A151 SERIES OR CORROSION RESISTANT COATED CARBON-STEEL AS PER DIN 50018 WITH 50 AN MIN..YIELD.STRENGTH AND 90 ksi MIN.TENSILEs STRENGTH: ANCHOR SCHEDULE- CONCRETE'& BLOCK SHEET 12 AND SHALL: COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR:SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR:SCHEDULE- CONCRETE& BLOCK SHEET 14 6..BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR.AIS1 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:NV BLADE Q: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 0&® WORKING IN UNISON: 12; 13&'15 INSTALLATION DETAILS-S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER.SYSTEM BEARS A.U.S:.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'455,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 METAL.SUPPLY,INC: 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BEATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE V/V ONLY ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19' 10.EACH UNIT MUST BEAR PERMANENT LABEL IN.A VISIBLE PLACE WITH WARNING'NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR..OTHERS,MUST PROPERLY CLOSE'.ALL NV AND HO CENTERMATES AND ENGAGE OR.LOCK ALI.'HY AND HD LOCKS. - AREA 4: HV WIN • DOW. BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SIU 11614 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.-IABEUNG 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.(0)THIS PLO.PREPARED.BY THIS ENGINEER IS GENERIC AND.DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM.THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE.FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING-LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO ' THE.CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS.. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.BECOME THE ENGINEER OF-RECORD(E.O.R.)FOR THE PROJECT AND WHO,WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ET.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS:FOR REVIEW.: (e)ORIGINAL P.E:D..SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED i • ✓�t'""""74-4/1.% "' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 11LIM�"`G� && ,_�'a 02017 T LIECO;INC. -®2017 EASTERN METAL SUPPLY, INC. ,1A P \NZENS4t- BERTHA HVTA Accordion Shutter System • �� E c o �.�. A.SII.S.A. y H.V. BLADE#1 W/OR w/0 H.V._4v1MCM,BLADE .*:1 "14/61) '#o TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE. DRAWN 6Y:' LC. .°� ,,. '635511.9.305,.DL.51 309.VIRGINIA 10850 ,R.0600 33166 Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17. C3% rrcoRiD� `,1 Ph;• (305)871-1530,Foo:(305)871-1531 4268 Wesfroads Drive s •..e. ... ....\ it R 1111:EIIec0Oi9l.com West Polm:Beach,, FL 33407 s DRAWING.No Sf�NA4F ,{� WALTER A.SLUT Jr.P.E. s 17-1 O7 P.E. S /SIph1ATURE/DATE FLOROA ho.(44101 5 SHEET Lt 6 I, OF 20 5R AMOR BlAtle e1,.. V"E5 1.918' 1 4•1* .1,,,.. 5: Ciml Max. in I 2 eLe" .5i4.1,„ (7-y____ .7.1. ......._..c.„..) dm .09* V, 114 1 r .r-- ---- )--.. 4.371" --.4'" 4 385" ..........I l''' -----r"7" 3 1 .... • .....1 94'1 4.357" I "--- 4.99c_ .1‘'.i... A i 0 fl _3757 ° ,a- Ci)FIV SOLID BLADE ®HV UNIVERSAL FLOATER - 0 NV 901180* STARTER COVERED UNDER US PATENT # 5458179QUALIFIED 5.,OR QUALIFIED FOR USE WI NV BLADE 0 E;1)NV DIRECT MOUNT Q.I) NV BLADE 0 NV WINDOW BLADE* 6005-Ts ALLOY AND TEMPER ' QUALIFIED FOR USE W NV 6063-T6 ALLOY AND TEMPER BLADE •SEE LIMITATIONS OF USE OF BLADE 0 ON SHEET 1 9 6063-16 ALLOY AQ TEMPER . r-.2 6063-T6 ALLOY AND TEMPER .-." 1.50." .124" 0.1 . 4 .,.,0 6. "I .670" .3 .670" 1 3.556' _ . 1 ._ . .994' . „ili:, -• .670" 26- raI , ./. - •72 \ "§ •I ra I I , I Z. ....I . ' • 4 '81 ill-NA.„ - , , . . .A.F, ,,,, , ..,,. , . R I 4.4.36" *9 C7), HV ADJ. ADAPTER W./LIP -- 1.125" III ..072* i 0•79' -..920 "II QUALIFIED FOR USE W/ HV (i)HV WALK-OVER TRACK limmoms . CONY ADJ. Li 1*('*R TRACK BLADE® 6063-16 ALLOY AND TEMPER ‘"-- QUALIFIED FOR USE W/ HV BLADE C)NV TRENCH T ACK ;,, OUALIFIED FOR USE W/ HV -**T WEIMIIIIIIN QUALIFIED FOR USE WI HV 6063-T6 ALLOY TEMPER BLADE 0 ONLY. @ NV RAINGUARD BLADE® 6063-16 ALLOY AND TEMPER , 6063-16 ALLOY AND TEMPER 12.. VARIES • E 1.93." QUALIFIED FOR U( W/ NV BLADE 1 LOW' MIMI VARIES 1.936' 6063-16 ALLOY AND TEMPER .100 LI?"' ' De3" 1.917' r ,alci Oa" 08" a -093- ' lt,1:— 1 gli n...".F9 1,1--T 4 . —T—T- 7 .r.; g'.. ..) 2 060" lir . 21 I 670 ..,3 I'AI r.0..9.3° r""r= •• -. ' ••11111/I "r: L_.--I '- '' 60' s,.IS41 9(--- II(S14[ 670 , 1.686" i' O. itemAilli — It."1 1-:.4. ° !.. I V- HV CEILING HEADER 0) HV HEADER/SILL @ ND CEILING HEADER/SILL QUALIFIED FOR USE Wi ITV BLADE°ONLY 0 L1FIED FOR USE WI HV BLADIErp ONLY, 6063-T6 ALLOT AND TEMPER QUALIFIED FOR USE W/ NM BLADE® 'el. ,HD WALL. HEADER/SILL SEE SECTIONS FOR VALID . SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ NV 6063-TO ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE®ONLY. 6063-T6 ALLOY AND TEMPER T >I WM X M1M Y MN.1 j COMPONENT A B T1 72 I XIVII 1 Ji III 2'32'300..012905: i* 1' 0.002" (g I 2" 5"MAX. 1/6- vs- --- ..... 1... a 2' 6'mAX.1 0.192" 1 0.192' 0 SIDE ANGLES - _ 9 CORNER POST* QUALIFIED FOR USE WI HV ALUMINUM ANGLES q ... 2.5" 7 MAX. 0180. 0.190" UALIFIED FOR USE sti/ HV BLADE 0 QUALIFIED FOA USE W/ NV ---- , BLADE 0 6063-16 ALLOY AND TEMPER BLADE U)ONLY. 0 2" 5°MAXI 0.139' 0.131' 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ,wisimow..•,,,,. *Os SOk A.174/3'.1. 02017 TILTECO,INC. ' 18)2017 EASTERN METAL SUPPLY, INC. „t- ...,`,e,*ee:tt Erit;•••., v.1,•% BERTHA HVTM / M1 1 S S A - Ace° on Shu er System ir,_ eg >s .iEC 0 INCA. NI II III III H.V. EtAIDE#1 W/OR W/O KV.WNDOW BADE American Shutter Systems ii,77-4,- mallard:3N DATE 0166•61 sy: Le. — •,,,, ..0 ii. 4'7_it1/4) i* C TIM TESTING & ENGINEERING COMPANY Association, Inc. 1 oLD 15-085 \07/29/17 0915 07/27/17-11,4..bp S tATE of i ISM St.,Sta.305,MOM wools,ELDM3A 33166 Tt Ca*.\/Trr •414°,ii° Phone:(305)871-1530.Fox,(305871-1531 4268 Westroads Drive 2 DRAWING No ....,e4s,*.&g.i.ip ....., ,, 3-mak 116363101tracrmm E9-0006719 West Palm Beach, FL 33407 3 1 7-1 07 •....ai;_\ 0 ...-"S'AtkitCLIW,111 01210.4 M87 _6 ..... WALTER A.TRW Jr.FE.rt. c.i 441s P.E.'wuwp31/41itmE/DATE SHEET 2 OF 20 . - - 4.660' 4,576" 1/4"-2041/' 1/4,30 DE CAST .74.' 2.,93" FLAT READ - 1 THREADED 14000/40 DIAMEL 1,........7.7V' -745: O 1 ' , '-L•.'" ''''-*lit L. &SACS. .._•1 1 -I\ BASED MOOED ThREADED ,E eAsi. os IgI 411 (2 TTP) ig li-1 .11, . HONSIND ENAMEL , WS "— 13 •1 . •.7. I ."2.1 FAI //1') 1''''.1 10 iN 10.1 i 10'A rc;2 ....!I • '''' by I'', i. L.. 12 • O ""' =1 GRESS TURN i :Oily 1 c „..44, ..., ih.i _......... _ .1.,. BRASS CYLINDER amm BRASS COLRIDER • .....0.4.,54,„. Illg . lo, .7.1 . a 4001 Je KEYS(CHROME (CHROME PLATED) .7.,. '''-' L. WOW ?, g j ;...._11111110 , MATED) ED NV CENTERMATE 'iT,. IITILL, qi MV LOCK QUALIFIED FOR USE W/ HV BLADEC.p, 8 ONLY (.1) HV FLOATING CENTERMA .i.:,:r ,t.q.,,,,,,,,..J..,,.. .....i -, . , ., . ,.. 0 HV EGRESS LOCK 6063-76 ALLOY AND TEMPER ODA IED FOR USE WI NV BLADEO&0.7/, ONLY 4.4,2/.....___I .675'1 QUALIFIED FOR VSE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER , HV CORNER CENTERMATE BLADE a& LA)ONLY. BLADE 0& 03 ONLY. f Q LIFIED FOR USE IN/ EIV BLADE(I)ONLY ..1 250'0.0. ,, " ,-2 674"._ 6063-16 ALLOY AND TEMPER PLASTIC HEAT) b . _ ...,.1.706 _„,p22') mum)TO ,r, . 14, 4 045" `' ,,,..? ,---f $18D, 5.,,,,,, ,, ,... —. ,,, ' *§-, •@ , , • ' I 0,31 .42.9- 1 7 r .-- - -1.360"AFTER RIVETING I ! ,, ollikk\:6 g /la $2 ,ti BEFORE RIVET.1NG ' 1,.. ... 6, .i .,., r-.... ,... '''' - Mg . .6 . S,S. THUMBSCREW 1/40-20 RIVNUT* _ ..,.. SERIES 9444 ALUMINUM(2024-T3 ALLOY)IARce FIANCE THIN :L_ Ei gl ;_r., 7.758* 4 -- . - SHEET NOTSERT,PART i 01320,AS MANUFACTURED BY AVDEL 71 ----- CHERRY TENTORN,PARSIPPENT,NEW JERSEY 07054 OR EQUAL KAN • FRONT ELEVATION 4:6 MV MALE "T" LOCK CENTERMATE .,,., i 4.566" 11V -724-07.410CK CO 1.1V ALTERNATIVE LOCK @ LOCKER FOR "1" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE OONLY 4, HV FEMALE "T" LOCK CENTERMATE 0 6063-16 ALLOY AND TEMPER QUAUFIE,D FOR USE QUALIFIED FOR USE W/ 1-11, QUALIFIED FOR USE W/ NV BLADE®ONLY QUALIFIED FOR USE W/ HV BLADE(flONLY BLADE C)ONLY. W/HV BLADE 0 ONLY. 6063-16 ALLOY AND TEMPE 6063-76 ALLOY AND TEMPER 1161 45- .v.i, F1.-..,__ . 43 ' ._iii 14—z1i g4 10, 1 - --\. TH.i , .214' .063 .662', V 0CYLINDERi, KEY CYLINDER J'1- I .714' ,i, DE i ,--i It tomiiiiiir 1' '1:::::i --/ 112 1 .. • 49 . 0.675'Min. 6'. g II ''l .: '''l AO Iii :O. 0 '11 It, 19R2 1 .12V Max. \11)('-' QUALIFIED CIEEDN:TRRMUSAETEW/W/BNOEOC&KI G ROD # HO CENTERMATE WI LOCKING ROD . 0 0 0 O, QUALIFIED FOR USE W/ 1W BLADE(1)& (1,,0 6063-76 ALLOY AND TEMPER # le 0 z„;. .'S I z 6063-T6 ALLOY AND TEMPER 17 ...."'"..:11.1E1"§ VARIES, 12"MIN. QUALIFIED FOR USE W/ EIV BLADE 1 Sc(ik —..-- .--. .... RON igT-,,f-,iusicr ./5-.-.I. 1.SD' 6063-T6 ALLOY ND TEMPER . arm 19. .......,THUMBTURN 1/2' I 0 mr was) Ba ... .."..%.-• oriCTLII<NE,DER ,316. nil . --. ..1 1 1.57 Min. CYLINDER ,. b ($3, LOCKING RODZ1 'gl- i R -- HD LOCK Lire-Max. QUALIFIED FOR USE vii HV BLADE()) 6063-76 ALLOY AND TEMPER ® NV 3/8"0-16 AC AL V NSV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK HOLT LOCK. 4 :, ')INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S , THUMBSCREWS QUALIFIED FOR USE WI HI/BLADE®& ® EI ILLED AT TRACKS FOR PROPER,EMBEDMENT QUALIFIED FOR y5,9,yii,vv BLADE a QUALIFIED FOR USE W/ HV BLADE CD FLORIDA BUILDING CODE(Non High VeIocity Hurricane Zone) 6 if I i,,c"tck.k rki--- 02017 TILTECO,INC, (S17017 EASTERN METAL SUPPLY, INC. ,14 ti.,,Nes ..."..... /)..1%. BERTHA Hiip.7------ ,y ,. ...• isok \ EN ........ ' (1' len . . . z . „; ;,. .T. ... 1 vis-inc0 INC. \ Al.S.S.A Accordion Shutter System IN RV. BLADE#1 W,/OR Wit HY.WINDOW BLADE i *!.4,-r,i * TILLET TESTING & ENGINEERING COMPANY t) : ' American Shutter Systems REV.114 DESCRIPTION Doc DRAWN V. LC. . ,.• : : Association, Inc. I OLD 15-085 .07/27/17 50711 07/27/17 " ',. i 1 STATE np s4c ,Z, 6335 H1v..3i9h.St..S..308,vROiNs4 CAROMS.FLORIDA 43166 • a . F4 ..''4, s. . ,,,,, Pnnne((305)871-1530.Foo i(305)871-1531 4-1.91-.01144000..corn E13-0006719 4268 Westraaas Drive 2 West Palm Beach, FL 33407 3 DRAWING No ii.... Simi.** 41, 0..t WALTER A.TILLA Jo.P.E. 4 17-10 . SHE P.E. tEAVAX)ReDAIE FLORIDA Lit.i 44167 . s ET 3 OF 20 . - 3/8" .____ SHUTTER ASSEMBLY SCHEDULE FOR __,„,,,,_____,i HV CI HV A C) HV BLADE 1 (r) / 11 TO e1A00 .P Er ° .1875 • I --4,,-------- i .01625- - KV WINDOW BLADE 0625. .0625 .0625" HV BLADE 1A llJ:ii,•...0 @N‘II 111.Aare--‘ ose.CPENtN t ..,x_x I I! '• y L P HV LONG RECESSED NYLON BUSHING s ' el KNUCKLE \ .0625 (r) 1 *, g't6;Ld (Top)NV SHORT RECESSED NYLON BUSHING ''• ' €)-jii . .* 1 ID.., , ,...O.:2I*011111111reliso7 ,I ,3.. g's) Hv NYLON HAT WASHER " ®OR (g , PO,;',E I I . FLAT PORTION ----,-.AZ.,,LE. CP 4 _........_ I. ,.1 0 I-IV WHEEL CARRIAGE AISI 302-303 SERIES 1 1 ,.34±d7,0 ; , ... 631M.' :(1. .3.7150-0' 0.870"x3/1 d" THICK NYLON WHEEL. (i.)- i , I 4) - „„,.."--42) cl 2 7/r MIN. .., KY WINDOW CLFAR 0.188r'ro AISI 302 SERIES S.S. RIVETS , 31.5'0 SEPARATION - 1 I I BETWEN 81800 .0825' ...Oar HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR Ir4 1- ' _I ..F. Ljj- b OPENINGS dilli 0/1 EQT.iS.rct.l'n'Ll''X — 47r, O HV 2 3/4ACCORDION RN Vi/ fia HEAD * F-- It GI— .47 " -',`3 i, ____Y• . T1/4" Fr01111R FIEVAREN a,S. CLEAR ( ) POLYCARBONATE IMPACT RESISTANT HV WINDOW r.- 1 • 8EMEEN TYPICAL HV WINDOW BLADE AND T-S iril op - POLYCARBONATE HV WINDOW DETAIL 1 0 , .1 --- 0®OR 03 /-0, or CI Pi (SEEE 74010 EENFTZ I CU) i 1 ®OR g „ ,, , , , , , 1 1 *Pe Y AR•4•L:11 I P• , : lIANT H NDOW BAYER MAKROLON 3103 POLYCARBONATE a a I, r - _LI i I 12'MIN CL • CE RESINS, UV-STABILIZED GRADE OR SABIC * KY PIN_REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR iiii.......0 ..6 i‘ , z BIAD,E 8011.9 INNOVATIVE PLASTIC LEXAN 103 RESIN i (SEE NOTE 'T" ON SHEET 19). NV ni w OA RH •.r ...,...-,-...r. o OR o 1 Ii t.3 ty 7 (1) NV PIN 0 SHALL ALWAYS DE USED AT ALL EXTERIOR -to ff_ BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 0 OR ----*--- I EXTERIOR POLYCARBONATE SOURCES FOR HV (3 BLADE. TYPICAL SHUTTER ASSEMBLY 4-4; 4-, 11P1CAL PROPERTIES APFLWASLE RESULT STANDARD N.T.S. 5 PAO 6eAr NOM t a , (2) NV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT NV PIN©Tg ittmelace sex 1.74 149 ARA EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 0 60324" SLADE'S KNUCKLE. ` 0h2r2M (SEE NOTE * FOR sPeonc GRUM AST1,1 0792 0663 VA. 0043 AM BLADE WHEN CORRESPONDING TO INSTALLATION II', SHEET 7. REQUIREMENTS) 048"-rilsci.„ 1 I TENS4LE nap STRE110111 ARTS 0638 9.400 pAl 61600 p.AL (3) HV PIN 0 OR Ow/ 1/2" O.D. 1/16" THICK S.S. WASHER 4.- ,,,". PUMA&SlREXSTR AT.600 A.311‘D790 12.500 p AL 13,4139 FAL FLEXURAL 180111AUS ISni 0780 340,090 pa 1. 345.900 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, '''''.- 7. • !I' 1 141600 SHEET @ ii ;la Nolan 1297 Bgt.x.itemitaggagina Amu U256 18 El-rbiet 17 Fr-liOn WHEEL CARRIAGE DETAIL SUCRE OMEN 857857843 472 5 6454'SAX N.1.R. IRSEMBLY LAYOUT RATE OF 61401915 8514 6635 C-1 0.331 0-1 C12045 SELF 112492514 ASTV4 01929 *0480 980 7 SWAIRER1H2. ASIR 0105 104311P SIVERWTH AFTER REAThERARG AWN 638 9392 pet 8840 6-33 CoHV BLADE SOLID & (A HV WINDOW BLADE DETAILS MARLS STRESS BEFORE WEATREFA0 ASITI 638 8461 FAS BM pal N.T.S. , ,,,,,,mx,„,,,... ",,V,N. lit4 '‘..., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone. <, .......... ,e7'c,... ''''....\Q,E1,1,9' ":5'..'''.., 02017 11LTECO.INC. *2017 EASTERN METAL SUPPLY. INC. / ‘,, 44'\• 1".. BERTHA Hit Tm / / IlLiEC 0 INC. \ AIIISMISNAPI Accordion Shutter System RV. EWE ii Vv/OR W/O RV.WIDOW BLADE t. 1 .......a...,,, : 4 American Shutter Systems -.. p.. <Vim roti l&t' ,",` TILUT TESTING 14 ENGINEERING COMPANY REY.No DESCRIPTION DATE DRAWN BYt LC. Association, Inc. , OLO 15-085 07/27/17 NEM 07/27/17 `...,0...4,.A' te.....EA,„ ,:,' 6355 NW.38118,St,Ste.so.wimp,woos%61.68014'33164 Phons t(305)8711530.Fax:(305)871-1531 4268 Westroads Drive 2 '-•., r _ek,),C:1 44' --.... °NAL v. ...I liafggrgrWest Palm Beoch, FL 33407 3 DRAWING No WALTER A.IlLUT,1 r.P.C. 4 17-107 moms.t.i.i 44167 5 SHEET RE. SEAL/SIGNATURE/DATE 6 4 OF 20 ,I)• . #•oi. 01.6,-;\p:,q,..o. I *NOTES ON FIV LOCKS AND CENTERMATES: t 0' 0' 0' 0, q.. * 4 7 0, 0, 0' 0, 0, 11"14,`",-TY, ,-, 1. 5096METESCINOTEK11:ONE HV LOCK q3:.r,9 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN t..§• I Z.V12.,,°',L.vc:-§''"1-) 1 OR 12ABOVE OR BELOW 1,e2 OF SHUTTER SPAN FOR SPANS UP TO 105, AND FOR INSTALLATIONS AT ANY ELEVATION..KV LOCK 93 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO T )OR 11111.111.1111111r.1111.111MIIMIPIMMEIMITII.11.11111111.11= 1.!_gl CENTERMATES W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON ()A.G.II ,rs,1 i I IIIP I 111 I I ---'—'8' TYPICAL SHUTTER ELEVATION. gNAL IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HI/ 0,43 I 'fi; 1 I I I ...1 L2OCITIrWaej MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @, OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. DR LIMITED MANDATORY CONDRION AT 1CANE POSITION, BUT MAY t-IURR d... . 1 '...:` ....8 ovr 3,.LOCATIONOPTIONAL F. LOCKSc°N, SHALLlE,.m0.Ni2 BkEol,A.SA ui.D.I KLD00:Acvii LOCKING WHEN DG ORNO DTYPICALLclsAARToSHUTTERERyNOTcoNREQUIREDDEL EVR: NT IOtNi.. II.,t. 1 .0-11 v 1 I V. ,..• I 1 ,4.,(4.4101,1gON 02.0* i-4'0 BE USED IF DESIRED TO ENHANLE SHUTTER PERF0RMANCE. LOCKING RODS (39 OR AN ALTERNATIVE DEVICE' MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). g . l' 1 0 4111 4. 88EDATSIECCSMOO ONE I-FV LOCK t3 2k6:,-,4,SHALL BE USED AT CORNER CENTERMATES FOR MY SPAN 1 7€ 11— AND INSTALLATIONS AT ANY ELEVATION, NV LOCK(?4 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. I —te ATTACHED TO 93 CORNER CENTEFIMATE W/(2) 1/00-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 5ttiAT TOP Sr BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 6.3 HOC-NYC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Wi."AklEtRICAL CENTERMAATTACTFH:EN517 .,g, 5.R FT:ALTERNATE TO MANDATORY INDMON itt VALID ONLY FOR HV LOCK_214 i il 5.§KIg5'- 1 ALTERNATETM AY013 EL oo RcU 7000 or SHALL SETHUMBSCREW SHALL BE MADE W/ 1/4"0-2003/4 ALUM. / . H -I i_Alv7.-7617 ' ,P-- . -....igeg, 4.. RAVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I III zT --- 't P LOCKS AT 1/3 OF SHUTTER SPAN. - -9. • ".:•. USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I I 1 TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION, NV LOCK 93 or 0 or 0 MAY BE USED AS AN INSIDE OR _1 Iilli CV 6.MANDATORY CONDITION 13 FOR KEKTONF MOUNTING INSTALLATIONS: ONE FIV LOCK 3cor @ or 0 SHALL BE I ___.--_-.—._--._—.— —--. 1 iWiliali—IFIKIii.1001,00miiiikarglalliNalimintinsMINOI 1 Li OUTSIDE LOCK, ATTACHED TO 93 or*SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FIAT HEAD S.S, SEE END— M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g w/0 CONNECTION I 1 .6Y OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0. 0' Co 41), 0, 0, 0, 0,4;0 O' Co, 0, 0, 0, 0, --- SHEETS 10 & . 18 TV?. FULL (1) *NOTES ON FIV "T" LOCKS AND CENTERMATES: HEIGHT. ' \ OF CORNER i. .. .o.. . 162 6.I M ...I. 0.1... , .1 .... .J .6, 3611.1:...ix.. •I ..,• --. . - \ CENTERN1ATE *ONE ALTERNATE NV -1."LOCK$?MAY BE INSTALLED IN LIEU OF HV LOCKS •i OR IF1 FOR ANY SPAN AND (Ijo•GrA®•r"M C>tqlj..f3,_). \ I ALLATION AT ANY ELEVATION, ALT RNATE LOCK 0,..MAY BE USED AS AN INSIDE OR 011 SIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ET ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0.(L§)"(12,go.© II * ,66 CONNECTED TO CENTERMATES j AND j W/ 1/4'0-20 x I 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/ 1/4"0-2001 S.E.M.S. INTO A 1/4'0x 5/8- RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ®•®•LIS?)04)*(7)•63)no MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. @•(DI°A(FY;.€13)0Al®, •@. OD•103 ox 0•g or+' ‘/•CI., .(14•6_, *NOTES ON HD LOCKS & CENTERMATES: . I.HD LOCK(3,1 WI HO CENWRMATFS(3-.1 OR(32 W,/41 : ONE ALTERNATE HD LOCK 0 MAYBE USED iN UEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION 11V LOCKS q.3.OFT q FOR ANY SPAN AND INSTALLATIONS AT VET'ELEVATION.ALTERNATE HD LOCK )WAY BE USED AS AN INSIDE OR OUTS%LOCK.ATTACHMENT OF ND LOCK .Y.,)TO*IS W/ 3 18 x 3/8'F.H. S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT WI AS SHOWN ON SECTIONS HE161-1-04 AND HOC-FTVC,SHEET 10. LOCK MAY PE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 4 IS COMPLETELY OPTIONAL .0tIAA/Flowo,„...to FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 07‘ - ,IT ii.N ....... --'4,4).1. 02017 TILTECO.INC. g>2017 EASTERN METAL SUPPLY,INC. 11.'1. ..... E ... v - 1 ,.•• \,\ N ,... Is-zz. BERTHA HVT,,, s . - a Accordion Shutter System . * i IILIEC 0 INC. \ ANS 11110 NAN RV. BLADE#1 W/OR W/O KV. WNW BLADE • : 4" 'r/ ''') TILLIT TESTING li ENGINEERING COMPANY' * ' American „ Shutter Systems R , msca„cm DATE DRAWN PO LC. t.-11/ • ..• 7, ...., 1 C IF .'ct. 4 Association, Inc. , ot.o 15-085 07/27/17 DATE: 07/22/17 4268 Westroods Drive 1 ....,...e7s,'...OR154\.../$%%` Phone:(305)671-153D. (305)671-1531DRAWING No • 0 11 o-rnwl:ElLanoOrteJ.corn West Palm Beach, FL 33407 3 . ----4'/bNAL 0 III” EB-0006719 WALTER A.TILLR Jr.P.L 4 17-107 FLORIDA Us.0 41167 5 SHEET P.E. SEAL7S1MATURE/DATE 6 5 OF 20 _ _ ---CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED T-1/4"0-20«3/4.5.5. OE CONCRETE-, SHEET 13) , CONCRETE ANCHORS 1 MACHINE SCREWS CONCRETE �� REQUIRED REQUIRED t,r (SEE SCHEDULE ON YJ/ i/4"-20 1 "'II ._CONCRETE ANCHORSOR 1 Z 18 Ffl5T0NE(SEE.NOUNTING©ON SNEEf 7) / j(- HEEL 13) NUTS 0 12"O.C. (SEE SCHEDULE ON SHEET 13) '" 1 c 1" t" 1 ! 11 eao() C M1D.'T 1/4"0-20153/4"5.s. -E0 EQ- MACHME SCREWS EO AEC. E... -.r, USING I/4"-20 NUTS .r 1/25..:_i " 10 " ` 14.4.,!C,,1--,/'-' 44 12.O.C. ammai.Itt. E.0.4 I ✓ ,1/2",- r � .� �l�� .250"Wu. If =- .� n 1 3.OR 1'J _ 111101-1_12) � (3 OR ($ -.254• iii11 `4 ♦ 'p9 T �J� 1:-�. IE I * 'I .,, '� n'1 250"Mox. E.D ✓ ._ 11U-J CII._ I Mnx. iid t=—+l NN HM -a E. . � t� ' E D k{k' /R r —OPTIONAL 1 r_% ,I'` oariaNAL Kx SFFAATION ilif V 3 : F F'' = To 0 T AE coi WEFT -.1. Q :MIN.S£AARATION TO GLASS } � I, E GENS--r (SEE SCHEDULE ON SHEET ti) "" EXISTING s'f5@& j MIN,SEPAR.ATtUN TO GLASS 1 �_... .. GLh55---I ;i 1"(5£E SCHEDULE ON SHEET II)'�t W EXISTING - I ff GL - ' ._....,,_I_. HV WALL HEADER INSTALLATION Al HV WALL HEADER INSTALLATION ET HV WALL HEADER INSTALLATION + KEYSTONE. .I ii ,E.XTSDNMIN.SEPARATION TO GLASS _ tt G1.A5G --- I I I 0 Do SRNG� -"' "-(SEE SCHEDULE ON SHEET it) 0 '1771:65:i1(61" 1. (1R 1 MIN;SEPARATION TO.GLASS I I GLASS 55EAtE sa£r `-(SEE SCHEDULE ON SHEET 11) 8I SNY II II 3 B EXISTING T i �,,/-OPTIONAL - )L'y �.' GLASS----, .f7 i ii '- E.D. I y11 — f3 } 'i111 I. E.D rill N� x-J ri- It t .- t/4"Mnx: I i .,.r""""f'.. f .r `. /"� 'OPTIONAL '1 II I(Iy( i ,, _ —•/7.7,1OR.1S' no , , - 1111.,j-' F:•;i ,£ D.i& 4 i_ "^N'.. miT--- 11_ 4 i/2.- �' E• _EQ _, , ,....„ ..........._... 7 .,. 3 .1/4'0-20x3 4 S.S. r MIrt 1 .f< , _ f 12 0R 14j i` - U " I- ! f 1/4"d-20x3/4'S.S.PHIt1JP5 II.... PHILIPS TRUSS HEAD EO EO , \ 1? 18 MACHINE SCREWS USING 1 CONCRETE ANCHORS TRUSS HEAD N.ACHINE SCREWS �.- f'`_ -.__ \--CONCRETE ANCHORS 1"",I i/4"-20 NUTS 0 12"0S (SEE SCHEDULE ON w/1/4"-20 NUTS 0 12"O.C. x^ '- (SEE SCHEDULE.ON SHEET 13) I r f i Min. POURED CONCRETE SHEEP 13) OR RED CONCRETE ETE K /i. OR REQUIRED SE BLACK OR.CONCRETE BLOCK "-,I /`'• !CONCRETE ANCHORS REQUIRED � 1"11 RECUR° , W• L I L N •.....= 10 j/ (SEE SCHEDULE ON (0)HV WALL SILL INSTALLATION POURED CONCRETE- SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ® HV WALL SILL INSTALLATION NOTE FOti.COMBRNATION OF SECTIONS: INSTALLATION DETAILS W/. • 1-SEE SHEET 4 FOR TYPICAL E .E.D.=EDGE DISTANCE ♦ SEE LIMITATIONS OF'USE FOR (1) -(.,IVBLADE 2- MO ASSEMBLY (SEE'SPECIFICATIONS ON SHEET 13) BLADE lA ON SHEET 19 \'l 1.1.tI 2- MOUNTING SECTIONSCANBE COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION, 1L1 i+ �111Nf��f�+`_ 1 ,}�. / FLORIDA BUILDING CODE(Non Nigh. Velocity Hurricane Zone) .w ,11�i_a� �n ENS yr�'=*4 02017 TILTECO.INC.. l)2017 EASTERN METAL SUPPLY,INC. l7 .'''•. ; BERTHA WIN, 4 a A A Accordion;Shutter System * �:Q cw c. ■ rM ■ ■ HN.BLADE#1 W/CR W/O N.V.W1NDCMI BLADE *3' T - American Shutter Systems SEN.NW SESCNIPn08 - ',ATE DRAWN FFD' L.C. ;L''S0 / h'` TILUT TESTING & E.MINE ENGINEERING COMPANY '..,� A 44,v 6355 N.W.30th.St.Ste 705,RAMA GARD'O15,FLOROA.3316D Association, Inc.1I OLO 15-085 07/27/17 DATE: 07/27/17 QR1D + 1 4268 Westraads Drive 2 '� {� .% j. Phare I(395)-71 i Ot .rad (305}-71-1331 DRAWING No 0/DMAI t��',t''' n m E8-0006719 West Palm Beach, FL 33407 1 7-107 y WALTER A.TILLS Jr.P.E. :4 _ ""•.rrl,i[ FLORIDA Us.t'44187 5 SHEET . P E SEAL/SIGNATURE/DATE 6 _ 6 OF 20 . _ - . CONCRETE ANCHORS mv.W.PAPAERXE ' I PEN.SEPARARON I t I-0 ' POURED 0 OR g• I i . : 0 . TO CUSS ,I , CONCRETE -""""(SEE SCHEDULE ON SHEET 13) SOCCULE a aELT .L , EXISTING I, 'ro. , ',-(sor SONEC.NE Otrj w il REQuiRED GLASs--1 ; sIIMI IO f . 1 EXSXIN In CLASS FLAMED&9 . .II g !-'. • r-mt SoNEONNE ft to .;I I 1 0 ...4... VO ON WEELN NO ,'N, N ATERNATE „' " ; EXISTING 10 ANCHOR 1//://,= 1,. .a-'11,-,. l'-'../ /1/r/,-- iic-Fr,ipt:, wirs, ,e.. „R4? ; LocATioN -{Ill= -1. „„,„>110x3/4"HEx WASHER HEAD ,/,`--T111111ra a th., 0 iiiiitr iii MI HD N 0' !, I Ilik -33/a/st.in "Isi ., CONCRETE ANCHORS '' .-r25I_____ 8 E SCHEDULE ON SHEET 13) [/. ./-• ET* /1111/11 0 ./ *... ' . EXISTING GLASS* C ' SLAB IF -1 t 1 VOL SEPARAIW0 1, i POURED FLAT HEAD CONCRETE ANCHORS 10 GASS 55=2 I '0 CONCRETE E,D. CONCRETE (SEE SCHEDULE ON SHEET 14) -I Al FCR DA%ar...4v •'' POURED REQUIRED REQUIRED FLAT HEAD CONCRETE ANCHORS " Ct4 SI£Ef 19 PON . ' 'I OR WCONCRETE E.ED.* (SEE SCHEDULE ON SHEET 14) ® REQUIRED C.D.* TRENCH INSTALLATION 1 ElinesgTA co , , _ . VALID ONLY FOR UP TO +70, -75 PSV ASO. 0 EIV WALK—OVER INSTALLATION - DESIGN PRESSURE RATING &FOR SPANS PER (B. HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 0 HV CEILING INSTALLATION • .„ ExTSTIND e- 424,SUNWARD!, CONCRETE ANCHORS GLASS-1, TO TIRE ' , t-------" I (s) irea NOWNEWE , (SEE SCHEDULE ON 7 ..,...m , To cuss , 1/4"O RV MOLEX TAPCON W/ 5.at ID 0 , ."---NEE soNNOWE TE secEr Is) / mem=milsexceu (0..NNW IN '11:1 i !9: / ; EXISTING \ IMMO=OR 1/4'0 POWERS 1/4' EXISTING---4 EXISTING-_, '1 . 0 CLASS---4 , ! FASTENERS TAPPER+ANCHORS W/ to CLASS -44NO0%tEntri'NIZ,Z19,,, „ GLASS , ... , j R.VENANOwee to arts , I 3/4'INN.DaSEOMENt 0 5' 0IL II , I . III — ' stStE owowt IN • -7 OC.FOR UP TO Ni-TI'SPAN AND e D.C.FOR SPANS LARGER MAN ..-J WE 8, .:.',1,,r 1111----ipti , . , / , „ . .J.MAX' .0 s'-0":"TO 1E-r NA.1.1,APPLY-7 'il. EoP.)(sae NoTE t CH I 1,CO T sEALAKT.94mr LT FoR IRENTATIONS ;+ 3 8' 6 2." rAfAX, 8, : f,/ 110 OR 0,4 , ,.. '.11 10.3/4'HEX E,..0*,,,..- -, ripiar„ , . ,_... I wAsHER HEAD 2, , / , .;111' ; --_, Fl.:51 , fli mi.! TEE SCREWS ,., , ., 1 —,":' ...._....i #14.3/4 HEX HEAD....., 11.'Ili .,Z •i1t. 1,4+,,...-.,-, 1.--.3-7, .-0#149t3/04.-cS.O.S.li21/5.,..,__T ,._ /4111p,..111: Aft !Ili 1/4"...1 7E1(SCREWS 0 9"0.C. , CONCRETE ANCHORS 1,,, ly Mali VP V..) OR I/4"5-20 S.S.hiS. . ,,,Max . I., -• ,f1/2,4„.;.,.., 0 1? 0 C. .,-(SEE SCHEDULE ON ..., ..-7----""........ SHEET 14) .., , ' ' ' ...--*.....„—a." • :1 ^ ' :::-.4•.'" -, EXISTING NON STRUCTURAL ) '"' 1/ /1 O'RC) 1/5"--i.o.-,!1- -- , I ,.. .. ,/,' -C)ORQ5 L_ ' L.,..,„ 2.00 5651. • ..'- WALL TRIM EPECORAME •. 'I.', E.O. I SILL) / , ,./ ill/ ..'II - ./ ,,,1 I/ ..'' X / SLAB IF T.//' Ilk \ #14.3/4"F.H.S.O.S.SD.S, I „.• MR4. • ' \._ '''' '7 e 9'O.C. ..,I i .., I/:If'1 7/6- 1'7/8" ..Y .-'` 7 / ' AORUOAEITE V- \---CONCRETE ANCHORS SEE NOTE 13(5) 8(501017 (, -- /,.. :////,,/,,ifli/r/ ,,, / ,iz, /,.","E',,,,T,3,. ,,_, 1 POURED CONCRETE- (SEE-SCHEDULE ON OR CONCRETE BLOCK SHEET 14) ON SHEET I POURED CONCRETE OR CONCRETE BLOCK ‘-"SEE OTE 13(5) ON SHEET 1 . I •• • ... . 1 - A REQUIRED ()KEYSTONE MOUNTING INSTALLATION I REQUIRED OPTIONAL--1 POURED/ oR) HV WALL FLOOR INSTALLATION AO, HV WALL WALK—OVER INSTALLATION worn.,A.S.D.DEsiGN PRESsuRe+64.-72 pm CONCRETE NAMUR SHUTTER SPAN 8.-0. REQUIRED 0 NV RAINGUARD INSTALLATION t tam t THIS INSTALLATION SHALL RE NOTE FOR COIMMTNALSEOLOITIT * C.D.=EDGE DISTANCE REMOvABLE INNEN PERFORMED ADJACENT TO AN OPERABLE EXIT 41* SEE 1.9.11TATIONS,OF USE FOR (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE(15 ON SH 19 INSTALLATION DETAILS W/ .1 HV BLADE . 1--SEE SHEET 4 .0011Pflito..,,,,, 2-MOUNTING SECTIONS CAN BE COMBINED . IN ANY YiAr TO sun-ANY iNSTAUATION. olc5-01t A. rk---- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ,i1/4'•„...'......... .tt, - IC)2017 EASTERN METAL SUPPLY, INC. / \C,EN,94(....,,.c(p‘. 02017 TILTECO INC. i % z BERTHA HV . .1*:4"-P- ''.-----aillitiBli:. / iiLiECO \ ASSA Accordion Shutter System a al 111 in N.V. BLADE#1 W/OR W/O NW WINDOW BLADE .1-0,,,, American Shutter Systems SEN.tio. DEsCRIPTIGH DATE DRAWN SW LC. • 7:4-:-....• ' i.0) 1^ii. t TiU.IT TESTING lc ENGINEERING COMPANY - \w.,,,e„.... ,.,„. 4.7... 4,. Association, Inc, I OLD 15-085 07/27/17 DATE: 07/27/17 ?.."Ie. ., titgiOr.,...•.e.,-,,:, 6355 N.w.36th,Si.Ste us,LINGoew CARODES.FLOROA 331EE ..........- e,* PA.,:(305)671-1530.Ps,,(305)871-1531 4288 Westroads Drive 2 DRAWING No o-nuNN tiltocoOooLown EH-0006719 West Palm Reach, FL 33407 3 WALTER A.TRES.1.r.P.E. 4 1 7-1 07 • FLORTDA i 5 P.E. SEAL/SIGNATURE/DATE MA, 44187 SHEET 6 7 OF 20 _ • SEE END WALL. CONNECTIO DETAILS ON SHEETS 10 & 18 *SEE NOTES ON LOCKING RODS3®, W LOCKS®or® ouT 9.Y.) s INEXISTING GLASS INSTALLATIONS W/ I HV **AND ALTERNATE If/LOCK 0ON SHEET 5, I` BLADE SLACKDETAIL HVF IS VAUD FOR ALL BLADE Jf/� .W/ HV1 CENTERMATES. CENTERMATES APPLICATION WITH BLADE() E R�OR Q° ©.®-®-C)•O°R IJ 11 ' LJ `L 10 Q�©.0-3.0� OR ✓ SEE ENO WALL CONNECTION ©.Q w©�©*O`®°' r--EXISTING GLASS DETAILS ON SHEETS 10 & 18— 2.'r2"x1/8S0•-2 I ®.Q°a 1 '®oR)y r 1 1 3 1/4 7- --'-- B I/2' 7_ (6063-T6 AHOY)ALUM --1 ANGLE w/(2) t/4°TAPDON `, 1/2• ORQ,® OPPOSING ANCHORS TO CONCRETE 1 SYMMETRYCAL I � CENTERMATES (TOP/BOTTOM)& r ,0.3/4•S.M.S.® ,2• CENTERMATES (4)Q10 1/2-S.M.S.To T?WE1 W HV LOCK 24 or 15 I. / MIN.SEPARATION ac.FULL LENcnr. J W/ HV LOCK._ 4�or �2 To GLASS AT EACH ANGLE.(TVP)I 1 I (SEE SCHEDULE O.- kiL, :i l I.. m * 3.J* IN I 1.5 ...,1*.� 3..: ON SHEET ti) � 7'47 \ " A / \ • \ ) BJ1/2" I 1 1/2- /� Y 0.0.0-0.®.0.0. -NEVI r'1 \. -._J •� ��. � r% OUT ® 0*.a HVC (D-0-0.0-0.0- �/ HVA NVB Q-0-©.®OV®06 of/ONGLASS 6 7 1 oT 6 7 ) o f nlsnNc : 1 CONCRETE CONCRETE WALL 0'0'© 0 0`© EXISTING 0..0*. g°R 8 7 \� N- �. .j——-- --—— C".Q5°R 0`0'0'0°1 t REou Eo 0 0 SYMMETRICAL 6 7 1�°R s �R T GLASS. '� I I N 0 �=J C�'Q MIN.SEPARATION ` I SS 8 18 oR-- *®�19 . �GLSTING CENTERMATES L- Q 0.(:),0„,,c).LCD © (SEE ro cuss 5 I :�.- ` —— — ___I class 1 as • --°.'--(176 / o1 W/ HV LOCK 2U6* OPTIONAL i SHEET MIN.SEPARATION\ m ("/N* (INTERIOR) O'QO.OAT Ts*�$ ON Ti)tt) I T0.GLASSC7 ' -@-0 IIIIIIIIIIIIIIIr (SEE.SCHEDULE IN OPTIONAL ..--------- -------- ON SHEET 11) (INTERIOR) \ a _ '. _ . [ • {` OUT �' 7 r _ 1111 l J 1_ _ _ _ - �. -'1 _ �� CONCRETE-'� I —]� — — ''ANCHORS® 1 (� * * lll"'���� / 16 0.C. 51 1 O / @Ai 17,A iJ ` 'C3` " ...-Q'� -1E-fr i..�' VARIES 'I 1111111W / air/ 0 UT * _ 0 6 1/2'MAX. SLACK ,! I. -OUT • e (EXTERIOR) HVE HVF** HVD ,t0;-4.S A r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) I1' T1'�P`.•'1{.C 5o,_ 02017 TILTECO.INC, ®2017 EASTERN METAL SUPPLY.INC. sR,. ��, BERTHA NVTM y / I L E O O,NC. A ASSA A Accordion Shutter System ! �* ■ ■ ■ ■ RV- wee#1 w/GR w/o F.v.'w1N OW BL ''a ' Fe" : TILLIT TESTING-& ENGINEERING COMPANY American Shutter Systems RLvyNo DESCRIPTION DATE DRAWN BY: LC. - ,0/�, !ll���'"'/ A •��l., 6355; N.W.36:h.St,S!°305,MRCNIA CAROMS,FLOROR 33166 Association, Inc. 1 OLD 15-0$$ 07/27/17 DATE: 07/27/17 _�0• ............•. \r. "tt. PhoneI(305)571-1530 F (305)871-•1531 4268 Westroads Drive 2 %s/ONALVt'G11j1N ° `°°EacTODosoti9l°°m West Palm Beach, FL 33407 3 DRAWING No ----,- N1 WALTER A TILLS Jr.P.E. 4 17--'107 //AAI' FLORIDA Lia..1 44167 P.E. SEAL/SIGNATURE/DATE 6 SHEET OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK.... # HV MALE/FEMALE "T" LOCKS CENTERMATES f2S3 . 44 & LOCKERS # W/ (i) HV BLADE * 5EE END CONNECTION DETAILS ON SHEETS 10& IN INSTALLATION (i) HV BLADE MASS * ri....,,,,,—a511NG W/ HD CENTERMATES (8) OUT , INstAmE(f)suot DMA evr,INDICATED ON SWF 8. 14/ 1PS WELL AS UNwERSAL FLOAlING 82.001.5)QUAIL 1100-14V0, , k 0,43°,0•04.c).0,.. *DICATED ON DAS StIFEL WAY BE USED VON vs ALTEeteemt t"ta'13'03' iNSTAUADON DETAR KW SHOWN IN IRIS SHEET. SEE END WALL CONNECTION I maxis ON SHEETS 10 & 18 0.0.0-0•0•@- ,..i. kl) i 0.4D-10•03-40•C) (81163-U1 ALLOY)14.08 * 35* oNGICANrcrilaalffeaSON,E 2/0' 1 (OTIONL) 41) (OPEIONAL) , OORAGT640 1111,11 L. i 4) (4)11114t/2"S.N.S.TO TUBE #1042/4"SM..6 0 12* 1 IN fir) r , .,„EACH ANGIE ETWO D.C.FUU.Isms IN (4)MS. (4)KV. 814 SEPPPOPON 1 .11 GA% t a ....„- / s ei c) LOCK (INSIDE) 0 PINS(ETP.) A, „.. . .._. PINS gm) 4 7 5/4' , Tern t=SCHLTUtt ON.,IiMI I) To/ - -4.., ---4 • MILTEMITE111111111111 1 ' -1-MirialiA 1 1 11MIPIL - 5 I 1 1.4*;"' Oak 4-,ilii.*-. -- '•:,,'----'15.'t-—---------••••' •- I -'a"' '-'"--- All*-914PPiTgr- 4--—4,111 I FPICIrland : Larrilti'1 ..1 G ,. 101i.S%Irdiall '' ..j.e.L. 2,5. sfi, .(6.1U4: sirw, 1W1.1111111111ft /1111 Ammoillik moramstaimor ammeeseemersammosioreot .Amareimanamm, "ma OUT .•,1.,, 0o„cy eon0. ,...,•)„,,,,, ,..., s @ G) 0 v• 0.,, za --- 1/4" 0-20 x 1 1/2" 514 .5. .S. --Cy ----- 0 t- 1 (oPnow) *SEE NOTE 6 FOR 101 LOCK®, 9.7.1 w/ 7/8"0 x 3/32" WtHONUT. (mow)HDB-Hva OUT I .110C-HVC `1".LOCK,ON sear 5. * E)HV "T" LOCK (OuTSiDE)-- 0 SYMMETRICAL HD CENTERMATES W/(B..* LOCK (EXTERIQM. SYMMETRICAL HD CENTERMATES W/ (33',* LOCK (INTERIOR) HVG* t MIES OW*1080041141 (2024-13 01.101)LASE MANGE DIN ip.ta.e.o.,c).0.03. SKEET HUMERI.PAST#0020, IS MANUFACTURED 01 A1002.GRUM 7-0* TEXTORN,PARSIPPENY.NEW JERSEY „/./ 07024 OR EQUAL. 44 't -- .,--- 0 , 4 *SEE 50505 RN 508805 R000(f 0 HO t:j 10005 ON SHEET 5 \--0 / **05E1101 Flames 84110M3 SEINE 140-1011'T .., "41.• *SO FOR ALL GENOTROTES APPUEADONS WM 01880 6) wr. . ‘....‘r — "Air HDO_HVD** FLOATING STACK 0,11111111,4,,,,,,.. A. rib-..„, FLORIDA BUILDING CODE(Non Ilion Velocity Hurricone Zone: ,t q)4. „,"-,:, ,... /..?'IC. 02017 WM,INC. (D)2017 EASTERN METAL SUPPLY, INC. 4/ \.Nt1C/1/49e\''•;S Tri. BERTHA HVTM , • % z '. * 0.4. '..' * --... — : / IILIEC 0 INC. A.S.S.A. Accordion Shutter System H.V.MADE#1 W/OR W/0 RV.WINDoW BLADE American Shutter Systems ROY.No 0000501101) DATE DRAWN EPA LC. ,01 7...,s, •: MUT TESTING & ENGINEERING COMPANY Association, Inc. 1 00.00 IS-085 )07/27/1T OATE1 07/27/57 _ R. ti. m se.Ste.266 101051A GARDENS,actettme 3,316t .,._.,4%..., 0 j i r..... '1 % 6362 NM.se 000000•(305)871-1530.Fox.•ODOM-,531 • 4268 Westroods Drive 2 ‘I •-•-•'45%,,,IVAL • 4-12,01,Eltec40401.4orn West Palm Hooch, FL 33407 3 DRAWING No ."- tkl ttic ER-0006719 17-107 t WALTER A 1122'Jr.P.C. 4 FLORIDA IN.#44167 s SHEET 20. P.E. SEAL/SIGNATURE/DATE . 6 9 OF _ '' POURED CONCRETE . POURED CONCRETE e POURED CONCRE7E POURED CONCRETE OR ' .7" OR CONCRETE OR CONCRETE ___ ?)R CONCRETE CONCRETE BLOCK WALL •7' .• BLOCK WALL REQUIRED -2 BLOCK WALL REQUIRED r*---- A' ,' • / BLOCK WALL REQUIRED •••,/ .• . e' . .' ..i• ,.., REQUIRED • ," . . , . ' 7-EXIST1NO GLASS ,,,. / 7-EXISTING GLASS , ,' • c CONCRETE:ANCHOR' „. "" • ' ' i. .7 EXISTING GLASS „. ' r WIN. ' .., . , ,---EXISTNG GLASS L--.:"' / ' • 7 7' . , ,' ,, ' IAN.SEPARATION ..-7 ,• , 7 -11-- 7-- . , 14,---2-MIN,." - f- • I , " , • . TO GASS(SEE -,. .- . 7 LAN,SEPARATION 7 MIN.SEPARATION . .11• MIN.SEPARATION ' ' SCHEDULE ON SHUT / . , .• 10 GLASS(SEE 1,/ Ill 1E4,..' TO GLASS(SEE .• ' 11 FOP fRADE CIAND i ' .• , SCHECALE ON Seal' / 1 1 t e" TO GLASS(SEE ,,,•4 1 1 I•-•'' SCHEDULE ON SLEET 1/1 6%3*MAX. ON SHEET 19 rOR .- . .' ./ 1 i cca&am(DAND , ,,, ,. .•• SCLCDLLE CN SWEET ' 11 FOR BLADE FDALF:1 (606,3-T6)CONT. I GLADES 0 a,9 OW SHEET 19 FOR ltr /,Ing-----. 11 FOR BLADE°AN 1110, CN SHEET 12 FOR ALM.CLOSER i "-\ SIADES(1)8c 6) ON StiEST 19 MR (LOCATE AT et. ! BLADES CD&9 PLATE. (LOCATE 1/27-,:II : BLADES 0 k(TA) E.011,0 SIDE V111• I 1 1 i 1 i AT EITHER SIDE MINeL-4.../ •\ OF®) I1 i I I 4 USE 1"OR 2"MAX. 1 1 1/2"MIN. -1 I 1 FINPPI [ i. #1061/2'S.14.5. 1 -'r1. i r's.:7,1 ___....7,...--> t:PLICABLE)x2"xl/fra-2" 1 -> #tor1/2"s.ma,,s__,, - ____is Ir O.C. 1 't8 -—---------"-' ..., --`, ,NUM CLIP ANGLE (6063-76 ALLOY)AT 66OHEOHT CD 16"0.C. •Si11...\ •.*-"" I '''• -'.." le ..... ' "i ., /MIL' (D-//>,ji ' • ,... (2)1/4"6 TAPCONS ANCHORS TO ` 1 , , \ 1 1 1 / ,,, \ ; SEE DETAIL X FOR. WALL AT 1'O.C. (LOCATE AT C111 , ,„, CONNECTION 6 OR (g.' EITHER SIDE OF 0) I 60R 01. (:)CO:1128 '-.. SEE DETAIL X.FOR-/ 0 OR 0 \ TO TRACKS ` ' . SIDE CONNECTION , I It.0...0^0-0-0.61.‘ SEE DETAIL X FO- 0 8 .0.0.0-().40-0'. rik,..0.0.0."0.0-0.' lo TRACKS 40.6.0*fi.4).0•0"' Leil'0"0.0.03•0. SIDE CONNECTION *it)*(3)`"CAD*113*0' COD`ti)'@*0'(2).°. 0.®*@'<>0.CO- 0.0•04D-0-03'.. 0.0•(}.0-0-(3,- 0.0-0-0.0'CP.' O.0..0.0.0-el- f...$•0..0-(>0.(3,. OP 0-(3.e.C>0•10., ig•030.0..0-0.6.2i,* 0.0'..‘- 0.0-4:4•6 0-00.0••@-.0-9..0}1) 0.043.03,0•@,,„.,‘'O'e. END CONNECTION DETAIL(1) END CONNECTION DETAIL(.2..). END CONNECTION DETAIL,0 END CONNECTION DETAIL(4) I4. REQUIRED ONLY FOR SPANS GREATER THAN 12.-G* ,n-•POURED CONCRETE OR , , • ' CONCRETE BLOCK WALL /-** (E;IT/TC 0 ,0 GLASS " REQUIRED . , /S _ S ' / ..,, , , >i I ' ! / PAN SMARATION ,,' #10x 1/2"&MS/ 1 (.^..-••• ...,/-***' , „7 .7 TO GLASS(SEE 7 ED 16'0,0 i'll________..,,>, '.:- . 1.91t SEPARATION ` OR OR OR ,• SCHEDULE ON sal ..• TO MASS(9T .• ,.• „ II Tort RADE°ASO CONCRETE ,/ \1/2-MIN. SO-19XLE ON SHEET ./ / ,ON SHEET 19 FOR ANCHOR 0--A . • go I 11 FOR BLASE(I;)AND ' I —- 1:41 ORC)OR 0 OR 3 i IL , WOES IDA 0311 I ON SHEET 19 FOR I ' 7,1 CONCILETE-/--\\ ,, , , I ' ORO ANCHOR 7 r MIL ..Ali, 0 \ EQ 1/2 1 ,. - J , i I , •,A--pilli I , ct. LI .1/2 MIN. 7. -1. , , . 1 / / t / FilibN7--- ...,-- 2 141WillikiiT ! 7 , ,,__...1 4 SEE IJMITATIONS OF USE FOR. -........ED 0 OROORO OR 1. 4 -- BLADE(3 ON SHEET 19 (3 ORDOROOR@OR© VIEW V \ I .../..' r M,IN: / .... , CcOR O".1 ILLAII , .----- ".• DETAIL X OR Or\,„ Ii . 0"0'l:::1"ID'®*0•0' F--POURED CONCRETE OR N' ; 1§0.6.0•0'0'43*@' ; *@'0*43**0.0' END INSTALLATION CONCRETE BLOCK WALL \ 011::/.0"'@'0'0'0' REQUIRED ®*0.0.*®*(:).0,`" (1)HV BLADE OR (6 HV WINDOW BLADE INTO -o-c).®-e- 6).e-o.to-ci-e- CONCRETE OR CONCRETE BLOCK WALL. 6).0,.04.".?)-().(ID,, ® e-e-e END CONNECTION DETAIL® '0.(4.43•43'0•@*"”gitMC).NNECTION DETAIL 43*0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', flke , ti•-- CI)2017 EASTERN METAL SUPPLY, INC. OA;"s's ... EV.... V 4. 02012 TiLTECO,INC. 1 84(''''..11'':- BERTHA HVT, / lit.IE.0 0 INC. \ A.S.S.A. . Accordion Shutter System H.V. BLADE#1 W/OR W/0 KV. WhODW BLADE ....#26,42,/,,,.:-.). , American Shutter Systems REV.No OEsCRIPTION . DATE DRAmi 6•C LC. _. "..‘, eriVUY i tt, $ TILLtT TESTING & ENGINEERING COMPANY 0 ' Ai -.., ...„4.rip /*Alt,k 6365 Kw.:Mk St,SN.366,Miran MOMS,ROMA 31M6 Association, Inc. T ow 15-085 01/27/17 CATE 07/27/17 '.. Caw ......1. ‘so IV Phone:(305)921-1530.Vo':(305)871-1931 4288 Westraads Drive 2 DRAWING No ., ". t,9/0 r 0 4 0 oil e•-mog:teteeo0noAcorn 01-0039719 West Palm Beach, FL 33407 3 , 4 17-107 WALTER A.711119 Jr.P.C. ,,r FLORIDA Lin.#44167 5 SHEET P.E..SEALAZIATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+ MAXIMUM SHUTTER SPAN*"Li-" INSTALLATIOjJ� Jj1 • NOTES: 4M t (ft.). FOR INSTALLATIONS'W/ SY AL OR "L-" (ft) FOR 'OR "L," (It.) INSTALLATIONS CENTERMATES ® &® or 0.9 or INSTALLATIONS W/ PPO NG. wtil X121. L 7,,,, -4° CONCRETE & WOOD (1) L+d MAXIMUM ALLOWABLE SPAN FOR A GNEN W/ ONE H.V. LOCK or © or�or CENTERMATE AS W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE ITV LOCK or or r & L MAX. ALLOWABLE SPAN FOR A.GIVEN.NEGATIVE OR ..e. W/W/ NO LOCKING WALL A.8,.C, 0, E, M, N, 0, P. Q, A.S.D. DESIGN PRESSURE RATING. CENTERMATO 7.8( 29 W/ ONE A/ NO LOCKING RODS® RODS ' �;;� MOUNTING F. K & L R, S, & V. �'T" LOCK 30 W/TWO LQ( NG (SEE NOTES t,if) (VAUD FOR MOUNTING U1 . (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NT�OTPF&'BOTTOM-MEE SHEET 7) FLOOR/CEILING G. H, I, IT, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CORA TE-i�ri'o0d INSTALLATIONS 0 CONCRETE&WOOD MOUNTING K CONCRETE MMISMOM NU6OM INSTALLATIONS 0 ' INSTALLATIONS A GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.D.0.SU1 Asn OMEN As.D.DESIp1 DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. PRESSURE WALL MOUNTING PRESSURE PRESSURE WALL MOUNTING FLOOR/CEIUNG TP"-) wow., r1,(X)R/ODUNl MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RAR. (D 41) NOUNANC (P.v.tJ. FLOOR/CEKINC MOUNTING �'cI') OR OLIl}tMINE MAXIMUM SPAN `L-" FROM SCHEDULE. (+OR q _ (.pR_) (.OR-) L i (It)ALL M1.-(9)G 0 ATA70MUM SHUTTER SPAN "L+"OR "L-" FOR. 15 0 L-(R) l 6 (II) L-(0) L♦ (t8 I-.IN .L 1 (N L-(fl) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30.OR LESS 16'-0" IV-0" I61-0" 16'-0" 30 1G-0" : 16'-O _ 30 16'-0' _16'-0' INSTALLATIONS INTO WOOD BE LIMITED T0. -- 105-psi-AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+"AND "L-". 35 14'-10" 14'-10- 15'-2" 16'-0' 35. 14'-10" 14'-10" 35 15-2' 16-10' 40 13'-10" 13'-10" 14'-2" 15'-2" 40 13'-10" 13'-10" I5'-2_- - - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1" 45 13'-4' 14'-3' t HV CORNER CENTERMATE 13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S" 12'-5' 12'-8" 13'-7" 50 12'-5" _ 12'-5_ 50_- 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS - '—'-- -- -- SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 II'-10' 11'-10' 1Y-1" 12'-11" 55 1'-10' 11'-1p' 55 11'-1" 1'-11' R FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE __- __. _ .--. -- - -- 2— NOTE b5,SHEEP 5. RATING. 80 71'-4' t1'-4' 11'-T 12'-4' 60 11'-6' 11'-4" c0 10'-Y 10'-11_ DETERMINE: 65 10'^10" I0'-10" 11.--"T'' TI'-td' 65 10'-10" 10'-10' 65 9l-5" 101-r L1-/-u, MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6° 10.-9" I'1"-5" 70 1W-6" l0_5" 70 __ B-,9 9-4' 12+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-i" __1_0'-1" 10'-4" '11"-1" 75 10'-1" 10'.-1 73 5-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS.. 80 9'-10" 9'-10' 10-D 10'-B" BD 91-10" 9'-10 SPAN'L+"OR t-'AND MAXIMUM AS.D. DESING FOR A GWEN NEGATIVE A.S.D. DESIGN PRESSURE --- - PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6' 9'-6".» 9'-9' 10'-5' 85 9'-6' 7'-6" RATING: _ 90 9'-3" __9'-3' 9-5 10-1'_ 90 9'-3' 9'-3" OR CONCRETE BLOCK SI-TAU.BE UNITED AS FOLLY DETERMINE: __ 1- CONNECTIONS TO KEYSTONE MOUNTING Li-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. �95 9'-0" 8'-9' 9'-2' 9'-10' 95 9'-0' 8'-9" LIMITED TO +64;-72 Ps.r, AND 8'-0" SPAN, SEE U-. MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 B'-9' B'-4" 9'-0' 9-7" 100 a-9° B'-4" MOUNTING 0 O SHEET 7. INSTALLATIONS. 105- 6,-7" 7'--11" 8'-9" 9•-4" 105 8'-7 7'-11" 110 8'-4" 7'-7 B'-7" 9'-2" 110 8.-4" ' 7-7" - - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ' 115 B'-2• — -3• e'-4" 8'-11" lis -2" 7'-3 SEPARATION TO. GLASS SCHEDULE MINIMUM BETWEEN "LI+ "la+", "Lr-"AND "L2-" 120 8'-o 6'-11" 8'-2" 8'-9" 120 5'-0" V-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125- 7.-l0" 6'-6" 8'-0' '8'-5" 125 7*-10- 6.-8" - ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130- 7'-8" 6'-5" 7-10" 5'-1" 130 7%-8" 6'-5" MINIMUMPRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'_7" 6'-2"' 7'-0" 7"-S" 135 77. . 6._z" WIND; ZONE SPACING. 140 7'-5" 5-11" r-T 7'-6" 140 7'-5" 5'-11"- ASTM E-1996 SEPARATION _-145 - 5-9 TO GLASS -' 150 7'-2" - 5-7" 7'-4 7'-0" 150 T-2" 5'-7" _ 155 r-0' 5�-s. 7,_2. .6'-9' I55 7'_0• 5.-5'- 1 THRUU 3 1" 160 6'-11" _5'-2" ' -7'-1' 6'-7' 160 6'-11- 5'-2" - - 165 �.6'-10' 5'-1" 7'-0" -6`-4" 165 6'-10" 5-1" - - 170 6'-9" 4'-11" 6'-I1" 6'-2" _--_170 175 6'-T 4'-9" 6'-9" 6'-0" 175 6.-7" 4'-9'J HV BLADE 180 66' 4'-6 6'-8" 5'-10' 180 6-6' 4-8" CD 185 6'-5" 4'-6" 6'-7" 5'-8" -185 6'-5" 4'-6" .190 6'-4' 4'--5" 6'-6' S'-6" 190 '6'-4" '4'-5" 195 6`-3" 4'-3' V-5"'_ 5-S' 195 6'-3' 4'-3' 200 6.-2" 41-2" C-4".-. V-3" 200 6'-2" 4'-2"u - ' 205 6'-1' 4'-4" 6-3" 5-1' 205 6'-1" ,Nj'' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone;. •,..\> . "'�L/` ®2017 EASTERN METAL SUPPLY. INC. • �' ezon TLTEca;INC.?'s` .'�\CEN,94.". �/5 i BERTHA HVTM " // 1ILIEc0INC \ A.S.S■A. AccordionShutterSystem HY. BLADE#i W/012 W O H,V.WOW BLADE - a—A (IP $ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na. DESCRIPTION .DATE DRAWN P1:IILQV./LG.- ��'-' ,, Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 r X 6355 N.W.381,St Sl 505.'MOW,GARDENS,R0164U 33166 n� fLORMr,. v p4 Phone:T365)671-1530.FOR i(305)071-7631 4268 Westroods Drive 2 DRAWING No 1• e 0,I Le00000lco west Palm Beoch, FL 33407 3 SS7DNAI -34,''ll WALTER AER-ETRU11Jr.P.E. 4 17—1 O7 - 5 SHEET AI'' FLORIDA Lic.i 44167 P.E. SEAL/SiG13bTURE/UATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN., ASD, DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE _ HG OR& SpgrtISLEGEND � POURED CONCRETE .(BLE 900x01405 9 8.C,0 814 '114 581.01 6) POURED CONCRETE/CONCRETE BLOCK. ---- TAPCON OR 1 �A, " ®WALL MEADEf,,,,MQUNIING ®WALL HEADER MOUNTING C WALL,HEADER MOUNTING • (R)WALL WL UNTING (Q�WALL SILL yoUN11NG (C)&(f) AL HEADER/SILL TAPCON WITH ADVANCED �7/ Q. THREADFORM TECHNOLOGY (It) AS;O.069011 9E661NE PRESSLM RAW(163)ASA.OWdr 5009660 PRESSURE 8471NG{pat)ASA',SGB NE941NE 6059x10 091190(p4 ASA.DESCtl NE6199E-P917291RE,E 6616 ipst)ASD:DF1611 1Ff.4111/E mews 097010 Spa)ASA OEMh:6tt "taNE P E RAMC(p t'7 AL1 POINTS SOLID-SET 30 40 60 75 0 1 0 160 205 30 40 60 75 90 1 0 160 205 30 4.0,80:75 90 120 iii 205 30• 40 60- 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 9'120 160 205 BLUE-TAP 14 12 10 9 .6. "6 74'12'10 9. ' 6 ^6 74 12 10 9 8 B 6'14 12 10' 9 B 8 8 - 14. 12-'10 9' 8'. 8 6 55 B 8 8 8 ' B. 7 54' TAPPER+ 3'-C' 14 12 10 9" 6 6 14 12 ID 9 6 6 74 "12-'70 9gn 6 14 12 10 9 6 6 "14 12 10 9 8'8 6 6 8 8 8 8. 8 8 8 OR LESS 14 12 10 9 ^-- 6 5 14 12 10 9 6 6 14 12 10 9 (mu 6 14 12 10 9. - 8 B B B,5 14 12 10 9 6 6_14,12 10 9 6 8 14 12 10 9 8 8 614 12 10 9 8 8 6 - 14 12 10' 9_ 8 8 6 9 8 8 8 8 88 7 14 12 ID 9 B 4 14'12^10'9 - ' 6 B 14'12 10 9 B 8 p 6 14'12 10 9 8 7 - - 14 12 10' 9 8 7 5.5 -_ 8 8 8 B 7 55 4 14 12 ,1D 9 6 4 14 12:10 9 6 6 14 12 10 9 8 8 i� 6 14 12 10 9'- 8 B B ,,, 8 8 8 4-0" 14 12 10 9 4,5 - 14 12 10 9 6 4 14 12 10 9 � 6 14 12 10 9 Ewa 8 8 6.5 5 14 12 10 9 6 4 it 17 70 9 6 8 to I2 70-0e ' 8 B 7 5$ 14 12 /0 9 4.5 14'12 10 9 _ 6 35 /4'12 10 9 • B 7.5 5.5 + a *'SEE ANCHOR 5'-0" 12 rD 9 4.5 - 14 12 10 9 8 3.5 14 12 10 9 6 14 12 10 9 7 - _- 14 12 10 9_8 6 6 - 8 9 8 B B 8' SPECIFICATIONS 14 12 10 4 55 - - /4 tT 10 9 4.5 - 14'12 10 9 + - _5 14 12 10 9 - 3 - - 14 12 10 9 8 7 8 8 8' 7 5 4 14 57 ,YO 9 .8 4 14 12 10_9_ B 35 /4 12 1D -9 6 14 12 70 9 -• 11 72 -,0 9 8 7.5 - - 8. 8 8 7.5 99 4... ON SHEET' 13 1412106 55 '3 ..- 14 12`10 9 _4.5 - 14_12 10 9 HRH - 6 14_12 ,9575 HN' l4 12. 9.87.58,535 - - 6 7.58.8'953.5 6•_Q. 14 12't0 9 - 5.5 - - 14 12 10 9 45 - 14 12 10 9 = 6 14 12 10 9 - - 14 12 10 9 8 8 4 - 8 8 8 8 8 7.5 14 12 10 ,9 ' 3 - -_14 72 ID�9 - ¶4 12 10 9 8 8 3,5 14 12 10 9 - 14 12 10 '9-7,5 4 '8 8 7.5 55 4 3 14 12 10 9 5 --^- 14 12 10 9 -"-4 14 12 10 9 8 8 e 55 14 12 10 9' ®.- - 14 12 10 9 8 4.5 - - B 8 8 6 4.5 - 14 12: 16 9 4 - - 14 12 70 9 6.5 3 14 12 10 9 8 8 14'12 8 45 - 14 12 B 65 5.5 - - 8. 6.5 55 4 3 - 14 12' 1D 9 • 4 - - 14 12 '10 9 - 6.5 3 - 14 12 10. 9 8 8 Ii- 14 12 10 4. - 14.12 10 98 7 .7 - 8 8 8 ..8 7.5 6 7-Q" 14 12 10 9 4.5 - - 14 12 10 9 4 - - 14 12 10 9 - 14 12 10 5.5` - 14 12 10 8^6.5 - 8' 8 85•5 '3.5 - 14 '12 10 9 7.5„3.75 - 14 12 ,70',9. 6 -. 14 12 10 '0 14 12 10 6Hs - la:t2 10' 65 7 - B .8 7 5 4 - /4 12 10 9 55 3 - 14 12 '10-9 45 - 14-12 10. 9Hill i411 J 14 it 7 SS 35 - - 'T 5.5 4.5'3.5 - 14, ,2 10 - 14 12 ro 9 4_5 - - 14 12 10 9 14 !2 10 7 (�."7"---,, t4 12 10 9. 8 3 B 8 8 7.5 7 4 SEE LIMITATIONS OF USE FOR B._Q. 74 12 60 5.5g* 14 12 10 9 - - - 14 12 10 9. a 14 12 Bb 3 14 12 95 7 4 - - ., 8 7 5.5 4 3 - BLADE to ON SHEET 13 14 12 10. 9 5. - 14 12 10 9 4 - - 14 12 10 9 - 14 12 94Mill '14 12 9.5 75_4.5 - - 8 7.5 8 4.5 - - 14 12 10 6.5 45 - -`14 12 10 9 7 - - - 14 12 '10 9 a - 13 9.5 4 - - 13 95.6.5 5 - - - - 41,554 ,3 - 14 12 -10 8.6 4 - - - 14`12 10 9 75 - - 14 12 10 9 - 14 12 10 9 5.5 - - - 8 8 8 85 6 3 9•-D- 14 12 8.5 4 - - •• 14 12 10 9 45 - - - 14 12 10 9 SIC. - 14^ 14 115 4545 " - - 14 115 7.5 6 - - - - 7.5 6 S 4 - - l4 12 1D 5 4 •- - - '14 12_10 9 7 - - - 1412 10 9 t4 12 5 - -_- - - 14 12 8 85 - - - 8 6.554 4 - - 14 12 9.5 5 35 - 14)12 10 9y 5.5 - - - 14 12 10 9 �� 11585 - - - - ^`f15V85 55 - - - - - 55 4.5 35 - - - l4 12 9.5 5 35 - - - 14 12 10 9 5.5 - - 14 12 10 9 (jOQ �- - 14 t2 10 7,5 5 '- 8 5 8 7.5 45 - 10'-Q" it- 12 9 . - - - 14 12 10 6-3.- - -' 14. 12 10 3 55 4.5 3.5 14 12 9 4,5 3 - - ^ Is,tZ '10 9 s - - - ti. 12 10 9 - t4 12 7 - - ^ 1412 10 - - - - -'14'12 10"- ISINIME .5 ,4 f 2 7 ,4,12 10 ,14 12 10 - 14 12 5 - 11'-Q" !4 4122 2 ♦ - - - -734 12 10 ) 14 12 10 10 -.2'9.5 - .' .- ,3_;..._ 3.5- - 14 12 6.5 - - - 14 12 10 -_ - - - : a 12 10 - mn 135 10 55 4.5 - - .^ 14".12 5.5 - ^ 14'12 f0 - - - •''14-2 10, m 9517 + • :75 3 - - - =it H 12, 35 - 14 12 8 - - 14 12 10�. 11 5B5 4 --IIM - _ 4. 8 3 rz-Q•- 74 125 8 8 6. 5 4 - �F �e 8 65 t.5 35 3. - - FIV BLADE OR Il Y BLADE BB :4.5 "' 13'-0•'14' 10 - - 14 12 -7--..:7 �.-_- 14 12 - - 705 W/5.5 - - 4 = - - 35 Ck SHV WINDOW BLADE , 14.12 - - 14 -17. - - - "•.14 12. •• - - - _ _ - WORKING IN UNISON 14 ,2 - - - - _ 74 12 - - - - - 14 12 8 3 - - 8 8 - - 8 b 4 3 - • 14 12 - _ _ _ _ - 14 12 , 14 12.. - 14 B - - 14 12 • B 8 - 8 7.5 4 14•-0`14 7 14 t2 _ _ U 12 - Q-10 4 - f0 7.5 8 75 5 4 3 _ , , 14" 14 -`"- 14 _7_1_7_ = = r4 _ 8 8 8'7 -7-1.5 15'-Q" 14 - _ .,. _ - _ - - _ 14 __ 14 14 - ' '-.ppm .. 9 - - .- _ 9 - - - 8 '7 45 -3.5 3 14 - .. 1112l� 10 -' 10 - - _ _ - - -. 8 7.5 5 4 - aNNOMMIaliMM f6;-Q" ¶4 _ - , , _ 121112126912=0.1.- ,7.5 6 3 - 14 - - - - 14 - - W,n ,- = It7iJ1►.IEi FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone) ( . r' �-- 5)2017 EASTERN METAL.SUPPLY,( INC. 1 1',NA%--''...,.../� 02017 TILTEGa,1NC. .. BERTHA HVTM li.�1 \AENSF., y'; `��'' - 'Mkt O INC. ASSES AO Accordion Shutter System �. ; Iv EADE.gi w/oR W/O A.V.1MNDOW Bute ' 'd A' 6F) , * " TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,bot 960CWP1109 DATPRAWN 6Y: L.. s 0755 x.69.36x.Sr.•SI,305.1184994 O.RO'.Tts.FLOPoW 33166 Assoclaflon, Inc. I - ,OLD 15-085 ‘97/27/17 6916: 07/27/17 SD°i'*".. fi' 1 4265 Westroods Drive 2 ¢ , 1 p Phone:(305)871-1530.Fe.:(305)871-,531DRAWING No f` .ARID .•' 'C,.,0 a-hea wtee,00a.e6m West Poim Beach, FL 33407 3 .I n s(,j,......... �1 1t1 68-0008719 t i 7"1 1!7 �.. -^V/ ALAI OC' Ii WALTER A.Thin J.,P.E. ,1r G ,1 FLORIDA Lie 144167 5 - SHEET P.E. SEA ilIGNAVIRE/DATE 5 12 OF 20. - ,;a 4 1* -. .. t • -. 1.I4. ill - •:, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.O.DESIGN_NEGAICE PRESSOREi(ATING TMD A CORRESPONDING MOWING TYPE EOR CONCRETE OR GOti8E1E BLOCK INS1At2A11O( (SEE MWNRNGS E G.&HON SHEETS6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: -POOPED CONCRETE/CONCRETE BCI POUREDOCNCRETE (A) TO EXISTING,POURED CONCRETE:(Min. Ic..3 koi) ItAXIiIIM E WALL SILL MOUNTING G.CEILING MOUNTING H FLOOR MOUNTING - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFQRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.f0=3,Mi) Q Q At(CHOR4 SP,a�LEGEND' - t/4'6 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn.fo m 3 lei) OT ,i50 56203 NOME PRLSSUR 561212 AW1(/AD.6E$16N=AWE PNFSUAE fAlTIC(P:TI1.S.0.5555!mese'P0655505 5611ND(PI) TAPCON 0R - I/4"6'BLUE TAP CONCRETE ANCHORS'W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.f0 m 2 ksi) TAPCON WITH ADVANCED - 1 4'-'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY 30'40 60. 75 90 120'160 205 30 10 60 5 90 120 160 265 30 40 60 75 90'120 160 205 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 14 112 10 9 6 8 6 55 14 12 10 8 "6 6 14 12 •10 9 61 6 6 THREADFORM TECHNOLOGY' (Min.Fc®3 k9i) 3.-0" .14 '12 10 9 8 8 6 6 14 12 108 6 6 14 12 10 0 8 6 6 ALL POINTS SOLID-SET DR LESS 14 12 10 9 8 8 6 6 14 12 10 B 6 6 14 12 10 9 8 6 5 BLUE TAP w/CAP NOTES: 11 72 /0 9 8 8 6 7 14 12 10 B 6 6 14 12 I0 9 '8 6 8 TAPlTFR+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 X70' 9 B 7'5.5 3.5 14 72 10 8 S 6 14 12 10 9 8 6 S ANCHORS IS I 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 7 1/2'. 4•-0" 11 12 10_ 9 8 B 6 -8 14 12,tO 8 6 6 to 12 10 B 8 8 5.5 14 12 10 9 8 8 6 4 14 12'10 B 6 45 14 12 10 9 8 -4'35 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 'Ti"12 10 9 8 8 6 4.5 14 12 10 8 '6 5.5 14 12 10 9 8- 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO .14 12 10 9 '7.5 55 35 - -14 12 10 8 6 5 14 12 10 9 '8 65 4 4 SEE 4.488008s OF USE FOR EXIST,AND'I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9- 8 8 6 6 14 12 10 8 6 5.5 14 72'10 8 8 8'4.5 BLADE c,ON SH 'T 19- 5.--n"' 1412 10 9 8 7 4 - 14 12 10. 8 5 5 3.5 14 12 14 8 8.5 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 1210 9 8 7.5 4.5 14 12 10 8' 6 4S 14 12 10 9 6 4.5,3.75 ANCHORS SHALL BE LONG'ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12'9.5'7.5 6.5 4.5 - - 14 12 10 8 7.5 5.5 4 14 12 .10' '9 B 4.5 3.5 NOTES Al)&A.2)ABOVE.FOR INSTALLATIONS ON UNTIL SIDING OR.EIF5'WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 8 8 6 - 14 12 10 8 8 6 5 14 122 10 B 8 6.5 5 33 INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 3 - 14 12 .10 8.5 7 5.5 4 3 3 14 12 B 8.5 53 4 3 ,- (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) f4 12 10' 9 B 6 - - 14 12 10 9 B 6.5 5 3.79 14 12 10 8.5 0 5 1 - - 7/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS'MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 65 5.5 3 - - 14 12 tO D 8 6.5'4.5 3.5 1144 12 10' 0 7 5 Ss 3 - 1/4.0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL.POINTS'SCREW,BOLT h'SPECIALTY COMPANY. '14 12 10 9 B F1 - - 14 12 t0 '9 8 7 5 4 14 112 10' 9 7.5 Ss 4 3 1/4"6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. - 7-0° i4 12.'S6$ 65 4 -.. 14 12 9 JL5 6 45 S5 14 10.5 7 5S-4.5 3S - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,,BOLT&SPECIALTY • 14 12 10 8.5 7....4 - - 11: 12 10 e' 7.5 5,5 4 14 12 9 '.7 7.5 1.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUNILIA SYSTEMS ASSOCIATION,915, 14 tt 7 05.4.5 -- 14 12 10 4 7.5 5,5 4. 14. 12 9- '7 6 45 3 - - -- 8,",0. 14 12 10 9 8 6.5 -( 14 12- 10' 0 8 6 4 14 12' 10 8 65 5 3-5 - NOTES: 14 12 8.5 7 5.5: 3 - •-• 14 12 8 65 5.5 4 3 12.5'9.5 6 '5 4 3 91.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS I 1/4'AND 1APCON 14 12 9.5 7.5 6 - - 14 129.5 8 8.5 5'- - 14 12 B 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t". 13 95 6.5 5 3.5 - - - 14 12 10 B 85 5 - -14 .12 B 6.5 5 a - - �,-D• t4 12 10 9 8 - - - 14 12 10 9 7,5{5 - -'14 12 8.5 7 5.5 4 - _ 6.2)MINIMUM EMBEDMENT OF I/4"O x 3/4"ALL POINTS SOLOINTO-BET ANCHORS SHALL BE ENTIRELY EMBEDDED THE CONCRETE BLOCK.NO 14 11,5 7.5 6 4 - - - 14 II 7 55 8 3.5 - - II 8 55 4,5 3,5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"P-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 f2 8 6.5 4.5 - - 14 12 8.5 7 65 4 - - 14 10.5 7 5.5 6 45- - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. 115 8.5 55 4 - - - - 14 12 9 7 6 4.5 - - 14 It 7 5.5 4,5 3.5 - - 14 12 10 9 7,5 - - - 14 12 10 B 8.55_ - - 14 12 8 6 5 4 6.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1 Q-4' - _ - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED: ON :44 111 7 S 3.5 - - 14 1. b.5 5 4 3' - - 2.5 95 6 5 3 - - 4 -11 7. 5.5 - 11 9.55 9. 6 4 3 - 725 95 e 5 4 a NO1E5 B.i)&B.2)ABOVE FOR INSTALIADONS ON VINYL SIDING 4R EIFS WDH OR WITHOUT METAL STUDS CONSULT THIS ENGWEFR. 1.5 8 5 ' 14 12 8 6.5 5,5� 4 13 10 65 5 4 3 - - FOR INSTALLATION INTO ass WITH METAL STUDS SEE SHEET 20. 11'-0' IZ t0 14 12 9 '7 6 ,4.5 - - 14 10.5 7 55 45 3_5 - - (C) ANCHORS SHALL 8E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.8 5 - 12 9 8 ,4,5 .4 3 6 7 45'3,5,3 i4 10 7-' - - - - - 14 10-5 7 5.5 4.5 - - .-- 11.5 85 55'4:5 3:75 - - - (0) SEE SCHEDULE BELOW.FOR EDGE DISTANCE(ED:)'VERSUS SPACING RELATIONSHIP FOR ANCHORS. 08,...7._._.1.5,- - -- - - 14 11.5 7.5 8 5 - - - 12' 9 6 4.5 4 - - 14 42. 10 - - - 't4 12 8'`8.5 S.5 - - •13 !0'fi.5 S 4 - - - • 1 A VV. G . • i' : •OR• 12'-0"Its 85 4.5 - - - 11 B S.S. 4 3,8 _ - 8 6 1 J 3 - - - - MAXIMUM ANCHOR.SPACNGS'ARE.VALID FOR EDGE DISTANCES INDICATED_-BLOW.FOR'E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING BY'MULTIPLYING SPACING SHOWN ON SCHEDULE SY THE FOLLOWING FACTORS: REDUCED.SPACING.OBTAINED'USING.FACTOR.SHALL 140T RE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR 13:-0'10.8 B - - • - 70 7S 5. 4 3 - - 7,5 5.5 4 3 - - - ACTUAL - TAPCON RM ADVANCED TAPPER + 12.5 8.5 •- - _- 12`'e 6. 4.5 4 - 9.5 7'5 4 - - . . EDGE TAPCDN ALL POINT SOLD SET BLUE TAP'W/CAP IV V L 8 !R "OICTANCE THREADFORM TECHNOLOGY MIN,SPACING 8 6 - - 73 9.5 6.5 5 - - - - 105 7S 5 4 - - E0. MIN,SPACING-3' MIN.SPACING m 3' MIN.SPACING=3 1/3 MIN.SPACING-3" 3 3/4' 4' 14 12 - - -`14 10.0 7 65 - - - - 11 8.5 55 45 - - - POURED CONCRETE& POURED CONCRETE# POURED CONCRETE& 14'-0"l0 75 - - - - 9 7 4.5 35'- - - - 7 5 35 3 - - - 0 . BEAD_. Ron moot warm mom mum SONOB:TE COM2TEIE ea% 11S 8 I 8 'S5 45 - - - - 9 6.5'4.5 - ,- - - tiECONS E.D.33' MN.Edl•3 1/2TE BLOCK 'NN.E0..2 1/2' CONCRETE EEL•3 1/2'K C'O MNLRE BLOCK Mii ED.•3 1/2'1211.E0..2 1/2" 75 - - - - - - - 12 9 8 - - - - - 9.5 7 45 - HV .A DO,1 _ _ BLADE WORKING. 3' 1.0. 0.90 1.0 . � OJS 1.0 0.84 1.00 16•-0" 8 _ _ - - _ - _ 85 6.s .4 - 8.5 5 3 IN UNISON.♦ 2.T/2' 0.817T 1.0 - -, 087 1.0 .m 2" 0.71. - ,._. - 0.51 - 7 . - - 11.5 8.5 5.5 - 9 es 43 - - - .- - 1 3/4' - 0.91 - - - 0,43 - 16•-0. 14' -. -. - - 12.5 9,5 6 - - - - - 10 7.5 S - - 1 1/2' 0.35 - - - .. .. - 0,35 _ S - ,- - - -- - 9.5 7 8. 8 6 +,- pa- tr..A7,�, FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) • 1,,ItNp�'.StH A. 7 l,l '55. 02017 TILTECO.INC. (0)2017 EASTERN METAL SUPPLY. INC. qtly, .''�N„{cljr 'K'-L,- BERTHA MA/TM ,� 40.. sem:i��. } ! ccordion Shutter System '6-7", /�+!'- i `ECoi/ INC. A� / �A■ H: .81.ADE#1 W/OR W/O NV.)MNDCW DUCE N • ` American- Shutter Systems- RLY: DESCRIPTION DATE^DRAWN 8Y: LC. <'O `40 -l� L TILUT TESTING k ENGINEERING COMPANY Association, Inc. maia15-085 7/27/1 DATE: 07/27/17- L0 14 • dF TATE 'i•* '63551LW.3614.5L,55,.305.961099464110010'FL_R10A 33166 S.AC Phone:(305)871-1530,Fox:(305)571-1531 4268 Westroods Drive z - DRAWING No 1.'".74.:fes••..°RIDp, `��Qyy 0-ma2.t'1�06G I.cpIS West Palm Beach, FL 33407 3 719 17-107 �-Ar'0••••••C•�{•♦x•11�1i1 -WALTER A.tILLIT Jr.P.E. 4 1 / �1� ,, FLORIDA Uw/44167 5 , SHEET ... P.E.SeA A14.11E DATE ,6 • 13 OF 20 MAXIMUM ANCHOR' SPACING On.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONg (SEE MOUNTINGS I.J.K k L ON SHEET 7) POURED CONCRETE h POURED CONCRETE/CONCRETE BLOCK ANCHORS SPACING LEGEND (WALK OVER& , iRENCti 0RAINGUARD MOUNTING VWALL/FLOOR MOUNTING CWALL/WALK OVER MOUNTING ...,.__._MAXIMUM ..-MO1J�_ _ _...._....._....: TAPCON OR ( S0.Ritl4 REGUNE eerssuer mite um A6.0.Emu NECATI E Pewee-time- ,ASA.019x21 MAINE- FESEURE ROM .t ASD.1 RE04DIE F a59RE Rawc{pf1. TAPCON WITH ADVANCED 30 40. 60 75 90 120 160 205 30 40 60 75. 90 120 160 205 40 60 75 90 120 160 205 30 40 50 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 IS 9 8 8 6 6 12 12 12 12'12'11.5 65 6.5 7 7 7 7 '7 7 5.5 9 5 5 5 5 5 '5 5 ALL POINTS SOLID-SET 3'-O"M112 10 9 12 12 12 12 12 12 LuQ© 7 7 7 7 7 �� ER 5 5 5 5 OR LESS 1 .. 12 12 12 12 105 8 7 7 7 7 6.5 pQ La 5 5 9 5 BLUE TAP 12 t0 8 8 6 G i2 52 t2 12 72_IO 7 7 T 7 7 5 5 5 5 5 5 TAPPER+ �}'�1210 9 8 8 6 11 12 12 12 11.5 8.5 7 7 7HIN 55 4 5 5 5•5 '• 5 '4 4,-O".'.�'LS 7210 99 8 6 6 12 12 12 12 12 9.5 7 7 7 7 7 7 7 Eg 5 5 5 5 5 17�i 8 6 6 12 72 72 9.5 8 6 8 7 7 7 J 7 6.5 5 5 5 5 �5 ® b 6 6 12 12 71 12 10 75 7 7 7 7 7 7 5.5INN 5 5 5 S 8 6 8 i2 i2 72 ti 9 '7 7 7 T 7 55 4 3 5 5 4 3 9 8 6-8 72 12 12 12 10 7.5 7 7 7 7 7 7 7 5 5 5 5 5,_0.,®12 10 9 8 b t2 12 45 7.5 8 45 . 7.•7 7 J 7 5 S4lull 5' 5 5 4 12 10 9 9 6 6 12 12 12 95 8 6 7 7 7 7 7 5S 4 5 5 5 4 * SEE ANCHOR 12 10 9 6 6 8 12 12 r1.5 9 75 5.5 7 7 7 7 4s 35 - 5 4.5 35 - SPECIFICATIONS 6,-0"N t2 10 9- 8 6 6_ 72 t2 12 10 8 8 j,� I 7 1 ? 5 5 5 5 ON SHEET 13 12 10 9 8 0 0 12 I2 8 6,., 5 4 _7 J 7 7 9.9 4 ® ®5 5 4 3 ®12 0 8 8 6 6 12 12 t0 a 6.5 5 T 7 7 7 6 4.5 ®5 5 4S - 12 10 8 6 6 6 12 12'10 8 65 5 7 7 G.5 5.5 4 - 5 4 3 - T-0`m' 6 6�6 12 12 t2 85 7 5..1 n 7 7 '7 7 7 7 6 =� 5 5 15 5 8raw 6 6 12 70 65 5 4.5 3 giagagammiguninginigno.9 5 3.5 3 MENs_ 6 6 12 12 8.5 7 Ss 4 7 5 s 5 + - 0 VALID ONLY FOR UP TO +70, -75 8. 6 - 12 12 85 7 5.5'4 En � 45`3 - 8 45 35 - - PSF A.S.O DESIGN PRESSURE 8-0'mummog 8 6 - 12 12 10.5 7.5 6 4.5 E2908 7 7__7 7 7 u[ 5" 5• .5 5' RATING & FOR SPANS PER 8 6 - 12 9 6 4s 4 3 '1� 7 7 7 5.5 4 01101111111112111 5 4 3 - SCHEDULE #3, SHEET 11 .872 1 9 6 - 12112_956.55.54- 9.-0" ®� 7 7 7 7 64 7 I� 854 '5 5 5 9'-0 [i 12 1 8 _ - 07, 8544 3.5 - 7- 6 5 3.5 5 F.:5- 3 i2 t 8 - 12 10 6.5 5 45 7 7 6S 5.6,- 5 4 12 r 9 _ - 12 105 7 55 4.5 3.5 in 7 5.5 45 3.5 - �N 1 35 - - -- .0.-0" 12 7 9 - - 95 7 45 35 3 35��Q 7 7 55����EIII4.5 35• `- 4.5 HHHHIEIHREI 72 95 6 3 { 3.11111 7 7 6 A 5 _ ® 88�E. 5 5 5 4 12 10 9 12 ID 7 55 4.5 3.5' i7�y 7 7ungi.f��� „v-G" ;z ; - - a 9 8-11,e5 45 35 - - 4i5i 8a E. 3 _ = � HV BLADE ONLY 12 rt10 9 - - - 1.5 8.5 5.5 4.5 3.5 3 12'-O"®12 t0 9 - - . 12 9s 6.5 5 4 3 I 7_ 7 7 T 6 L'5 5 L5 35 12 10 9 - - 8 6 4 5 - 00 7 35 45 3.3 - 4 3 t2 10 9 - - 70 75 5 4 - - �a�7 6 5 4 i 12 10. 9 _ - - 058 5 4 35 6.54.53.5® HI8®N.5 _ - 73,-0 12 10 9 - - - IS 8.5 6 4.5 35 3 '�=�7 7 7 �rii ® �'' M. i2. f4 M9 - 7 s.53.5 3 - 7 5 4 �,� �� _ r MEIN f0 7 .5 5 3.475 3 : �a 6 5,�M� ® 5 5 4 3 Numaiali 05 6 5.5 4 35 - ��� . _ _ - - 12 6.5 9 3 7 5 3.5 - - - - 12 10 9 95 -8-5T44 7 4.5 35 3 - ®e85.5.3.5".A ® ®EULE- 5 4 - 55,-0. 122 IC.12 r0 ^_ 6 5 4 . 3 - 1 1 45 3 NE �il 12 70 8.5'8.5 4. 3.5 - 55 3.512 10 _ 6'-O" Lti i2 10 - �9.5 4.5 3 4.5 3-5 - - - Q��- - Q��3S - 14 12 10 - - - - 7.5 5.5 75 7 /•7 �}). - - - FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone ` ,1111��it' t„••,:.,1/ 02017 11L1E50.INC. W 2017 EASTERN METAL SUPPLY. INC. e' .. U€ A1 BERTHA HVTM ' •• Y --- - A.S.S■A. Accordion Shutter System �'-"'' / �ILEEC8INC. i ' > N.V. RADE#'1 W/OR W/O H.V.WNDGW BLADE • qfn)CU() ?i*i. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIP1108 DATE Mei6Y, LC. .,V % : Wss N.w:36th.St.Ste.305,N9WNw 0450.59.FWRM 33165 Association, Inc. I OLD 15-085 7/27/77,041E 07/27/17 , (4.1 99 Ahonc;(305)871-7530.Fa.:(335)87I-1531 4268 Westroods Drive 2 DRAWING Na ---'-'6./0 �s .• •' (( ¢I a-,n r"tSeooCom.coo, West Palm Beach, FL 33407 2 0 (1 O 1 E8-0008719 17-107 v. IVAt 0,/1145 WACIER A.SUIT Jr.F.E. 4 }+^ FLORIDA Lic A 44167 5 SHEET P.E. SEdCfStalAfURE/DATE 6. 14 OF 20 GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGNPRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). SOUTHERN PINE No. ' SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2.W/ MIN. G=0.55,- SPRUCE PINE FIR.NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2pW/MIN.0.0.55, Fitt NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 WI MIN. 0=0.43 W/ MIN: G=0.36 PLYWOOD MINUG=0.0 WI , W/ MIN. 0=0.43 W/ MIN. 0=0.36 SPAS(n} WALL MOUNTINGS GEIUN0 MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & k FLOOR W & X MOUNTINGS M, N, 0 & R FLOOR W&MOUNTINGS M, N. p & R FLOOR OUNW O XTINGS 1 81 0 S&V S &V 5&Y ASA OSCI N'So%PESSFE MEW)w1.RS041061SPRIMPE A016 f+)tSR MGT!ME marl Aute 1):Q ass 13171MFACTE RT55Ef MDG 1¢'8 ASP uvm,690411.38E fi0t5($a)OCR 030 5958199561805 54'TEE t�6111 KIS9K_FA15(5 101.1599 CEA PAF MOc 173)un 0.FA RG0,E 556 SPITE(}C)Asa 093{18m rRSk6.005 to) 30 40 60-75 90.105 30 40 60 75: 90 105 30 40 60 75190 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'_5"05L5501210109 :886^6 6 6' 6 6 12. 10 10 9. 8 8 .6. 6 6'6 66 6 12 10 10 9 8 '.8- 6 6 -6.8 6 6 6 :5 4 4 4 '3:,12 12 12 12212 12,12 12 12 12. 12. 12 12112 12 12`17 12 4'-0'12 T0' ID 9 a 8 'S 6 B-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 ...._.,._., _... .._ .._. 12 ...1_.. �� t2 i0 10 9 8 8 'B 6 6 6 6 5.5 12 TO 10 9 8 8 '6 6 G 5 6 5 12 i0 10 4 $ 7 6 6 6 6 B 5 �fi 5 4 4 4 3 12 12 72' 12 12 12 12 t2 i2 12 72 12 t2 It2 12-7-1-4-1- s0.5 _... 5 _.6 ....�_... T ._.. .._ 1 10_,_. 6'-0" 12 10 10. 9 8, 6,5,..6 6 6 6 5.5 d.5 12.10 10 9 8 '5 6 6 6 5.5 5 4:5 12 10 t0 9 6 3'.5 6 6� 6 6 5 14,5 6 5__ 4 4 35' - 12 12 12 72 72 12 12 12 12 12 12 12 1$ 1212 12 i0 6�5 F-0. 72 i0 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 t0 10' 7 3:5 - 6 6 6 5.< 3.5 6 5 4 4 - - 12 12'12 Ti"12 12 12 42 12 12 }2 10.6112-4-1-12 10.58,5 7.5 8'-0 12 10 10 7.5 4.5 3 6 6 6 5 -4 3.5 12 10--7-6., 635 - ,6 '6 5 4.5 3:5: 3 12 10 10 4 - - 6 6 5.4.5 3-5 3 6 5 -4 - - - 12 12 12 12 12,124 12. 12 12. IS 11 9:5 12 12 1.5 665 9 7.5 0'-0' 12 10 053.5 - 665.54.53.5312101 9 4 . 6 5 4.5 4 3 J 12-10 4 3' - - 6. 6 4.5 4 3 3 6 5 3.5 -.-. 12 12 12 12 12 10,»12.12 72.11.59,5 8.5 12' 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 43 - 12 10 6 3 - 6 6 :4 3.5 3 - 12 10 3 -- -� -_6 "5 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.5 9.5 12�12 12 t0.a"�B:5 7.5 72 12 9 7 6 S, it'-0'. 12:10.5:5 - - 6 6. 4:5- - 12 10 4.5- - 6 5.5 J.5 - - 12 10.-- - - 6 5.54 - - -6 5 - - 12 12 12"12.-10 8.5 12 12 12 9.5.8 :7 /2 12. 8 6:5 5:5 4.5 12'-0" 12 10 4:5 - -, 6 6" 4 - - - 12 10 3:5- - - 6 ;5 3,5-�- - 12:10, - - .6 5 3.5- - 6 5 - - - 12 12. 12 11:5 9:5 8 121211857 6 12 11:5 7.5. 6 54. 13'-0" 12 10. - - - ^ 6 6 - - 12 10 - r- - 6 4.5 - -- - f2 7.5 - - - -6 4.5 - - - - & ss' - - - t2 .72.,12 td,S 8.5 7:5 t2 12 t0 8 '6.5 5.5 12 10.57 5-5 4.5 4 14'_0" 12 10 - 6 5.5 - -' 12 7+ - - - - 5.54.52..- - - 127 - -_- - 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 15'-0" 12 - - - 6 - - - - - 12 - - - _, - S - - - - - 12. - -- - - 5 - - ^_ - 6' - - - - -- 12 12 .11 9 7.5.5 12 12 8.5 7' 6 4 12 9 6 5 4 - 16"O" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - 11.5.- - - - - 5 - - ,- - 6 - - - - 12 12 10.58.5 6.5 4 12 17..'6 6.5 5 3 11.58:5 5.5 4.5 3.5 - ( HV BLADE OR CO HV BLADE W/ HV 'WINDOW BLADE WORKING IN UNISON. •SEE 69411960 CF USE FOR d4SS1 ON SHEET 10 +NOTES ON ANCHORS REQUIREMENTS: W000'SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOUR WOOD SOFFIT SHALL DE AS FOLLOWS: 3.SUBSTRATE.SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/Gn0.55(N.DS) - 1/4'0 TAPCON ANCHORS,A6 MANUFACTURED Fff ISM.DUILDEX 9/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS AS W/6=6.50 16.0.6.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE 11R NORTH W/G=0.43(N,D.S.) EXCE5111015 SEE NOTE 2 BELOW. -SPRUCE PINE FIR 5011151 W/G=0.36'(NA.5.) -MIN.1/2'.CDX PLYWOOD:(1986 APA), 2.ANCHORS TO HOLLOW CEIUNG SHALT.DE A5 PER MOUNTING TYPE U.SHEET 17'AND SHALL.CONSIST OF LAG SCREWS AS PER 1405 2015 SPECIFICATIONS. 4.ANCHORS SHALL 65 INSTALLED ft4100690 ALL OF THE RECOMMENOAONS ANIS SPECIFICATIONS OF THE ANCHOR'S.MANUFACTURER. E.j7aC(1Lik�iiA.iarsiFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; t+TLV; �„`rl ,f e�w 62017 111,5500,INC. 10 2017 EA:iTERN METAL SUPPLY, INC. . acEIV v BERTHA HV TM -- % / LhLiEcoIIN,. \ A S Acordion Shutter System *. ��' � H.V.tBtaDE.#i w/OR w/o H.V.WON BLADE "p' dY ffl IR. •i* , TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems TEV.No DESCRIPTION DDRAWN 8Y: Le. / 4 Assod Otion, Inc. OW. 15-085 07/2727/17 DATE 07/27/17 A 8355.N.W.36th.sl Ste 306 HRCINIA GARDENS,FLORIDA 73166 � o 0 4268 Westroads Drive 2 At PBone t Q3o e-st t Ult ,Fa :(305)871-•1531 -DRAWING No' SSn•.; .*. ort a 6l eco DEs-ocot9.com West Polm Beach, FL 33407 s 7-I07 Vi N,i•1E 1I1L WALTER A.nLUT Jr.P.E. . . 6 NFN moRUO,Us..A 44167 5 SHEET P.E. SE4[7431GtOdURE/DATE 6 15 OF 20 . . . INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & 4 NV. BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+.OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1') ONLY SHALL WALL FLYISH BE 'LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR'NSTALLATION WITH BLADE (D& III WORKING IN UNISON mi. TAPCON WITH ADVANCED ...›..,.---; 1 '' ' THREADFORM TECHNOLOGY ,'------ , -• 1/4••0 TAPCON OR 1 -..-'• ------• E 1 W/ 1 yr Min.PENETRATION ....__,,,-.--" ,II TAPCON WIni ADVANCED THREADFORM TECHNOLOGY r - -... \--. 4: , OF THREADED AREA TO ,....----"----...„. ' I UK/ 1 ye Wm,PENETRATION OF THREADED AREA TO EXISTING EXiSITNG WOOD tienonz. ....-- _,..:-....-...1, ., ;• 1,023 HEADER.(SEE SCHEDULE Cl SHEET 15) UN SEPARATION ' -c)OR (1 1 \ I,\ ' • IR rs, (SEE SCHEDULE ON SHEET 15) . 7-- . I ,,.... 1/40-20•3/4"S.S. MACHINE / TO WA'(SCE SCHEDULE ON star . i ' / i .• / L ":.,,` ..,.• ' •:\ / ,1 .., (1"..nC) i SCREWS W/1/4-20 Nurs , 11 FOR 0.01E WAND— I t 6 ///,•••••@OR(3 g , , ' \ / . - ' cm ,i.,min. 0 12 oz. ON SHEET 19 FOR I ' I A \„(__ I ; ; t ,1 1 ••—•-•-,..r. , ,.i'lr."-b r-E ECI-1 .1E, GLASS--4 I 1 . „,. 1:1 1 WALL 1 1 P hil 1.ci n i I i / \a 4,1i1J ,.., ,, , ,, _ FINIS1-17 Li — .- 1 . ; .'., •..- . •••• •, . 1., [2... „ " _......, . II / ‘,,i; .4 \lit. . ___.pno . OH- --,...,...„1 , i-. , [i ] 1 .. I , ,. ,,,......-WALL I II! ' I .r- . '--.,, .. 1 ----111--- EXISTING MIN. 1 1, , -- ' . FINISH i LF-1....m , -.-----' -. i• T.Awarava - ... - -.... ':' ( `- 03"C3 1 2"xe WOOD .._ ,, ..."-•••-•• EXISTING MIN, : 11 11111 HEADER REQUIRE) ' ! :-'-'0OR @.. , --2"xe WOOD ' I 1 g HEADE-IR REQUIRED ,Ji • I ;. r ,,;, \ ,,,,-egi ,..:::: 1\ IA%TAPCON OR TAPCON WITH ADVANCED EXISTING & MN.SEPARATION 7 I I i I I- I Il ' i 0 . 1 ‘,. 11,I \ 1‘4 ,r. ,;,.,4 -THREACWORM TECHNOLOGY YI/1 I/2" i ; kl. 1 'Ilk '',1 •E•.'N MEL PENETRATION Cr THREADED AREA TO GLASS---i TO GIASS(SEE I 1 • i ' ' I I I MIN.SEpARATE:MI TO GLASS i•'''i 'I' I; ..-:, EXISTING WOOD HEADER. 1.______SCHEDULE ON SHEET I t t . EXISTING i (SEE SCHEDULE ON SHEET ii) ' ' I ,i Vki, V1,k ,\•,'.:A \ ;:•I'l (sEt SCHEDULE ori sHEET 15) 11 FOR EME ONO ! . GIASS----,1 I 1 ON 9iEET 19 FOR L.-l' 1' 'i 1 ii".,.`4,_' ''-•' A.-24"CONT.SILL . 1 &ACES ED&0 2 — 1, 1 PLATE REQ.!). ,._ 0 HV WALL HEADER INSTALLATION C)HV WALL SILL INSTALLATION (MD HV WALL HEADER INSTALLATION ........._ __ • t • . ::I . MIN.SEPARATIOTi TO GIASS EXISTING „ -- I, WU, SEPARATION TO GLASS I I I 'i , -a GLASS-i: , (SEE SCHEDULE ON SHEET IT) 40 }—(SEE SCHEDULE ON SHEET 11)--"; 4 i ; 1 Excgi,l'stAl EXaTIANst_j ' 6 ,,_, MN.SEPARATION TO GLASS !I i , • • I I - I M- „,,ggii Cp°,,,",9(SEE SCHEDULE ON SHEET'11) t' 4 .11 i ,i . „,,-,,-,,,,..3,4-ss. Rro.a. I 6 • MACHINE SCREWS • - ."--Th1/4"0-20x3/4”S.S. ' I •-•!.. i I USING -2o NUTS L. •I' 7 I . 1 N.O.,•,--,..,...,... . i. •• 'MACHINE SCREWS W/ I .0._.:1 1 II 111W.-.1,,,..",N'''?.:T.,se. wAt.t. ••, ir ••.. „-•••• /1 . 20 NUTS 0 Tr lln / ••".'ii.:7''.:51:A...:f-FINISH C 0 12" 111 f 4..,,•,,, i„-'"'/ ..1'7''''•:, l'• • -13 ORO ',,,,q ......... I rCIORO :,.. , 1 XI - tifi - • tm 1 PI I!!! - ... 2•••4*CONT,-//i 11 i '1 i• ii 1 i,,-.,-_/... i I i•••1 -•---1311f24). 2LI -'..1.Mi&UVV .1" alW== -- LECT-E0-i \ • ; 44E0-^, • cIE I ,.-/-' '''''•7--.11.1-- I 1*Min. • '..: REC,D. 1 V,,,. \ i....‘t ..i. r Min. 1,i) i/.....----t ----.. 1,-,..• \1., f / ‘,, 1:'MIN. \,-;\ 6-1, i ,. ' ‘'' '-',, 11 . - -y ,,,, ,,,,,,,, ,i,t, ..-, 1/4-0 TAPCON,OR TAPCON WI7I1 ADVANCED `' i• ,..•.,-, ,,1 i • i ‘ ' Il• i.k. .'. ‘`.-.)°°‘..-7 i ...'( i li .,,i i 1 '- f , .‘,1 1 s 1,,,: \ IHREADFORM TECHNOLOGY W/I 1/2" , :„ „ ( VO, ,- ,\\\ 1' :-, \._ i \\ 2.'0'CONT. ,V i r Min. PENETRATION OE THREADED AREA TO I/•,i,,' 'Il, ..,1,II j !I (:..t1 -.1/4"0 TAPCON CO TAPCON WITH ADy.AINCED I,- I, -i--SILL PLATE ill • EXITITNO WOOD HEADER. 1' 1;4'2....REITI=TIETIF4V%-ML1r0/AlRia INTO P190000 '--.Ey___Li'•\'‘ ii 1 -,..,` I/4"o TAPCON OR TAPCON WITH ADVANCED NUE 1-smstsurisENREEAst s4EmseaLey.tYPIGN. I, \''kjQ ' • ', I' I\ (SEE SCHEDULE'ON SHEET IS) j, ,•___ ' '' I ' ,II i.4___I WALL 141 Fl I.........,1.4..\.....44.,...4',,'' • , ' fr., (str.SCHEDULE ON SHEET 15) I/2"MIN.OCI N. THREADFORM TECHNOLOGY PLYWOOD IRE013 •••,,, W/ 3/2"Min.PENETRATION QF II 19 SECTIONS CAN BE SEXTUS1DSING0 Mg".20...;4.-MAX.\ WALL: NI ''.• THREADED AREA INTO PLYWOOD COMBINED MI ANY WAY TO 1/2"MN.COO PLYWOOD REDO. RECI'D. PLYWOOD TO BE '-4---- (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION i . EXISTING MIN. 2"x4"STIJOS 0 16"0.C.MAX.REVD. ATTACHED TO STUDS IN PLYWOOD TO DE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ,..--.„ WITH sEcrioN 2308 OF THE F.B.C. T.) W•LL . IL_ k .... • 0 E1 ION 2309 OF THE 0 111,1 0 HV-WALL SILL INSTALLATION •SEC ATiONS OF USE OF BLADE Cl/701,1 SHEET C) „„ FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone) „1.• ,,ctlik A. k --., 32017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY.INC. 0,1 4,•.....,.......... 4;x% BERTHA HVTM 4, ..." VICEA ''.., giN / . / IILIECO INC. \ A.S.S.A. Accordion Shutter System ,1 *: • : H.v. BLADE#1 Wi OR W/0 RV. MOM 13LAOE <14-71 1/ i) . * , TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,E,,„, D-EscRiptm DATE DRAWN DY: LC. Association, Inc. 1 oLO 15-085 107/27/17 DATE: 07/27/17 .._ "13 1 A c* s oss KW.36th.St.,Ste.US.VIACKIA GARDENS,FLORIDA 3316S Phone:(35)871-1339.Fox:(300871-1531 4268 Westroods Drive 2 DRAWING 'Jo -1-'II.'...•XOP ION../(4e, e .-ma11:ettecoillooLcom West Pole" Beach, FL 33407 3 1`...1510 ',......,...- * ,‘t te-0006719 • 17-107 ---___ A/04/ i tqa do' wALIER A.TILLIE Jr.P.E. 4 , P.E.-SEAL4MAIURE/DATE FLORDA 110.i 44167 8 5 SHEET • 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR co HV & * HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WiTH HV BLADE()ONLY � WALL FINISH & (f SHALL RE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATIN SEE SHEET 19 FOR MAX SPAN DESIGN- LOAD FOR INSTALLATION WITH BLADE & IA) WORKING IN UNISON 1/4'4 TAPCON OR 1 -EQ- EO. 't 2`MIN.- 4"x6"(Mtn.)EXISTING ij A 1 / TAPCON REMIT WITHM ADVANCEDHLO ! _ EDGE(IF APaUCABLE) I WOOD BEAM REQUIRED, / qtr TttRFADFORM TECHNOLOGY STRUCTURAL ADEQUACY t I �' Y7/1 1 2"Milt_PENETRATION 1/4+0-20x3/4"'6.S. // f I A � � OF EXISTING WOOD REAM � I A/ ^•,— r OF THREADED AREA TO PHILLIPS TRUSS HEAD TO BE CERTIFIED[EYii: T !1 EXISTING WOOD HEADER. 7" 1 -- -. -- -/"EXISTING WOOD i' 1 1 ` ltin, MACHINE SCREWS REGISTERED ENGINEER OR' a. -r ._. .._- ....-. _-.._ r -(SEE SCHEDULE ON SHEET 15) t w/ 1/4"-20 NUTS ARCHITECT PRIOR TO ---c0-7"1".--E I----- ,^"o TRUSSES OR I '"'-S 12"O:C. SHUTTER INSTALLATION. I M/2. • ^' 1/2" RAFTER 0 24" _ Q--i�-E-. ', 1QJIsttJJJIFNJr :. .._.•i ! J r j,! ._ __, _ O.C.REQUIRED i E, I I /t, 11 ,.. _(.?ice Ara TI4"6 TAPCON OR -^- -- "'�" — .EXISTING SOF/\. to stew f, 'C TAPCON WFTFI ADVANCED . N'g �. 1 t ry fr 257` THRFADFORM TECHNOLOGY / �s� ft x\, I��", ' I I t 1 rMax. W/ 1 1/2 Mn PENLTRA11ON EO - EQ #14x3/4" EQ . EO^-+ _,_.. ._- 1'x4'1/8 CONT ALUM.TUBE ' OF THREADED.AREA TO / j' 1 II a• I 1 EXISTING WOOD HEADER. ,/ 7/ SMS. — } �" {6063 T6 ALLOY)W/ I 1 �,,. .I 1 OPTIONAL i 1 f (SEE SCHEDULE ON SHEET 1S) h j 1 6 6"O,C. 1 I �" (1 of 1 3 OF 15 FAGH 1RAFT(:R ORCTRUSS TO tS/ t I -� „},�-{••1 I-! ---(12)OF 1 3 or 0 I LOCATE'LAG SCREWS AT MIDWIDTH OF EXISTING ` I I !1� 7 3r^ :1 0.11 ( MEMBER.(2'Min. OlAINAL 0 EXISTING MRI'2`x4" O HO EXISTING--S HEADER REQ'0 I Z i OPEN HOLE AT EACH �. Vi/ GLASS II _-.___ nn , I f WIDTH) TI 7 Min. MtN.SEPARATION TO GLASS _ j I-E EXISTING 7 STUD TO ACCEPT I�)' I PENETRATION OF THREADED L (SEE SCHEDULE ON SHEET 11) 1 I- I. GLASS--i.' t 5/16"P LADD SCREW ,. I x AREA VALID FOR L E _A__ Y t 11 § AT CENTER:or TARE, 1 INSTALLATIONS ASOD�ESIGNN TH LOAD ANTI L' }I a ,5( N EXISTING t Mu SEPANNION 1'•t E �n 4'-Q MAX.SPAN.THIS Q HV WALL HEADER INSTALLATION SEE .I v T «,WIT CLASS— t aASS I 1 n Nsru AnON s ONLY VALID N FOR DUCE OM �• FOR WOOD vA/MIN.:SPECIFIC 1 at SIM 19 FOR d DR Ig ,11 FOR NALE(DAV I- i GPAwTY OF 0.30 As DOUGLAS CN ISS is FCA Iota= i RAF6tt x'(}A 1 aME5ph 1 I ♦ FIR OR SOUTHERN PINE No.1, 1-SEE SHEET 4 FOR hPICAL SHUTTER ASSEMBLY I _ 1 h„_ 1 1 L-�•!.A OR ® OR EQUAL. IN ANY WAY SECTIONS CAN BE 00MBINEO (, HV CEILING INSTALLATION )HV CEILING INSTALLATION 2 m0U WAY TO SUIT ANY NINSTALLATION. .._ _ -1-- ! _ row __ aR.Q{ 7 T Leo.'SEPARATION TO GLASS 'I IFOR RAT StAANOmass ors `-'"- (SEE SCHEDULE ON SHEET 11) I FxiSt1NC, 't 7 FOR gj'E AtrD .-J TO IGLLASS ..._ fami ( � GLASS 1, CR SHEET Ly&( t (6CE SCHEDULE x EXISTING }[}j ----11 .L i ON SHEET ii) s [. 11 �I +ALTERNATE-, W _._ 8 ( ANCHOR 1.41F-... xO i _..! I pip EXISTING ' .I-}. 1; v1ALL. I ,LOCATION uGt GLASS 1, 7tOx3/a'NEX F i i I -2"z6 MIN ROCD rFINISH_C M/4.} 0.l v}1 - a/B''uW"- `_.,,_WASHER HEAP TEK. -i r {ELK REOUIRt'0 -- C� IAo`" �••+ 1 SCREWS 12`o.c NO F3Ni5H 13 OR 2"x6'MIN,WOOD ,` ALLOWED) . -' DECK REQUIRED(NO Gt / �...,�' :!If:. - FINISH ALLOWED) ------r�--- -". -- _. EDGE .-. _ M— ._.. \'R'•a11Vttt}SYt_a^ 19 •-EQ. •,"„ EDGE OF DECK�----" 2 i---:-- ,^„",..., r DECK IF �� I 4 p {' IF APPLICAQLE -_lam-c rt .4;- ., APPUCAHLE - ----'""�� _ -- PLC LE EDGE OF AOHECK I I ' 1 - 1- t/4"G-2023/4"S.S. ---'� r 1 I A 1 tE�1 tl - t/4"a TAPCON OR ‘,..,PHILLIPS TRUSS HEAD - _..-..---.- L-"��-� - ...-.—•--_ I I TAPCON WITH ADVANCED M'n' MACHINE SCREWS - -- "''- f"--"""— 1/4-4 1'APCON OR TAPCON WITH ADVANCED—'' t J//Y2'x4"CONT. je 7HREADFORM TECHNOLOGY W/ 1/4•-20 NUTSTHREADFORM TECHNOLOGY W/ 1 1/2"Min: '�°-•-2'MIN:--� 1 I`=•SILL PLATE l 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREApFORM-/ -...—g MIN.- TECHNOLOGY PENETRATION OF THREADED 1 W/ I i/2"Min.PENETRATION 12'O.C. TECHNOLOGY Al, 1/2":Min.PENETRATION OF THREADED 1 '+ 1 REC O. •i �r OF THREADED AREA TO / AREA TEl EXISTING WOO)HEADER.(SET. I' 4 I ' - AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON-SHEET 15) I }'i is + EXISTING W00D,HEADER. SCHEDULE ON.SHEET 15) (SEE SCHEDULE ON SHEET IS) sEE u 1*, OF USE FOR ®}IV WALK—OVER_INSTALLATION FIV WALL SILL INSTALLATION �a iiiAF��A .t9 W HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) tir. . //�-;. 02517 TILTECO,INC. 0'2017 EASTERN METAL SUPPLY.INC. G-Ns •. tis BERTHA HV'TM *: /•• I I L,I E C O INC. \ A■ ■a7.AE Accordion Shutter System y H.V. LADE#1 W/OR W/o H.V. VWwDw BLADE ? American Shutter Systems REV.N� 01SCRIPI OH DATE {DRAWN Br: Lc: L'P TICCIT TESTING dc ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 �� /R 4. 4, 6355 N.W.36tH,SL Ste.305,NRCette GARDENS,FLfFnOX 33185 �.. •'Y i Phone:.(305)871-1530,Fax:(303)871-1531 4268 WCTE.000aS Drive 2 �qrs " i��• .�`0, on:tilt...a..Laaa West Palm Beach FL 33407 3 DRAWING No s/OVAL Eta�'rt'' EB-0056719 17--107 WALTER A Mut Jr.P.E. FLORIDA Lk.a 44167 5 -SHEET P E SE L/SIGNATURE/DATE 6 17 OF 20. END INSTALLATIONS.() HV BLADE OR 0 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS rue MIN,WOOD STUDS REO'D. 2".<•554.wOOD 2'x,.Y•, \ ,. \ STUDS 550.2. warn CTU0.i tt !� 1N1OW.4 6.OC.. M !1 .' MIENIMMIIMMx {"fYN. (AS ArrucADLE) w/1 1/2'ma, t��`ynI' (~ fi'y`. _!lt . s R„.z ~' ttvJ 1STUDS OR L1T/190 Utt, "`. ti,. "i tt E DSPNC CUSS il 1- PLYWOOD IF NO t:• !g.t I Sauo5 MST. ccyy.�,, �*" -MST=wsx 4 J` +.. 7-(Ac7,,as,_.—:.....:'�i �`Ex15ON0 41.55' /- J/D�•tt1-' T •--'s $'" r— -Ji1/�o ot. f` Va•uri.cox 1t tI « ToMEf,IYA ``, itall {FtL 9FA-AifW L ,,.'s•—;�„„ _i/x`MN.cox. t'��!'. m ass ME nex 1&siaN -+ ,3 UN.SW/WON ,0 aAw MO Ylit42.cC�.+ :S..w"2.' )21 g!".c `nb"".S.' T.�' ,-. . 1 datIDaS as•vecr .' S $`. a cuss(sx Vx'41rE cDx.- �a - ro atiSs f`t£ SOEVLE N>EET 1/115-#1"-W%. 11 1010111E MAO �.Y�V.;. e 'e r'i 50.0AS at 9EET PLYxa�. rd..R Mw"..�f.` l4.Jr.)f.'? `a9fRtE 4N 9#I1 i SIaEf 19.)4 r v (Boss 16)Cort fi,,,,,,,, ;Jr..ca% ai WED'19 Fat II RR 0.4,E1)A"U lir Ir.�,{5^j 11 RR BATE ONO • Faux.CLOSER PLmnon.; E0,,,00® wuL J I CH sssr rs KR 0,10•11-19 Fm Bxxsma t� {( 72 I. MAIL(LOCATE. 1/2 I( — nN55 ' Bsn tt&(t 1 1 was aEg I AT MIER SIDE NON -i all .•.( I QF O) ;{ a rk" �.' t gx.0 a%tW'+t a•N•-1• IF�d:" ._-._._ '+. O1041/2"a.xLs. � —'^-- xarwu am xarx{ ,'C.e • y - 016 a.0. Ytaxt!1`sNtS. f 0. _ (em�+:1e F++991 Ar reDlrznrt Lni. ..�' ale c. _ �q a �1/� pa lin f/THixwss.s.°. , _.._ r I i►� �L T pD(aG[NT I 1 OR QIP 0. 4 SEF:DEM x r.• 2nan.sue 9r I.ORS - :� SIDE-tONNECros Sc. 0 2%FOR -TO TRACE' IN216SEE OE7M%FOR -O 0 d C°i d E�-f`% smE carov E as l� (3.0'TO 6{i •0> ME c o"mEL"Ara°Ns 3'0'0'13 Oa«60.iii, o l5 4� E3 S$- '"- '- E9 0"®->'d,.q- {3.0-EmO -Er 0- i- .�- 0"OO•E 0.0:C6 (Ig Eli•� "E0- 0-0•C6-C9•0•116- e L�J•U•6.- 0?-@-0.@,•t•Oa- (D. '•E-0..?•0•0•• L-6-3-EIS• -O.E�- .CO-3.4-46•@- O;EN-e•13-@•S„ en0-0•a-O'ER- O.ar.y •a-;a.Ey ©€$- •E�-Iiv. END CONNECTION DETAIL(J END CONNECTION Q DETAIL TAIL f8? END CONNECTION DETAIL® END CONNECTION DETAIL €D ) COSMO I•REtmaEoD.'Ar MR VMS GREATER Trcerr u'-n-( L 2'x1"055.w•!'' 1/ea TAKON u:r,NaRS 1(x'.Tt?car.NX71D ft�tl2"S:US. -- — —;--- 2.111" —'»_. t7 ! -5_ NDS RE0D I.FC i 112 Ur, vi/i tJx'Cc.l ota O.C. • i 4 Exr$TINa CUSS FENERU11011 0 1r Mt PENETRASON O 12'a.c. \ 'SEPH01101 To ws(se2 • SEE LIMITATIONS OF USE FOR 1/2'Y4'i. Ea+9Lt0JD N,A1 LADE 1535 tixaxrutYtxrY r"° faRR ns def w N SHEET 79 ID GLASS(SqIE ; 8 O TY FoN BADE W ArtJI !2•HN.. � moll ",l' I _ ON Teur,M�169r IL ! I 1 Oma •�.� `2. 5 935255.7' i - - -- < _-_. CA - .. c.toRaJ c?/y� A11F6 �� N4 _— _ �•y et a `�t�OR yg` Its � _ 'TOR at- I, : @ S •l. 0.0.0-0-.ssa'a ��oR@Ok t0,GR t' VIEW Y C-0 C•CT}-sO^o—fir '�rALLnNm+ 221,, UK Fl01._/ --(-,{i•E3-..-(v N 0-0011014-5•0 0-@.@:@.( DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL 12 I �,pA/"',"'°7/44, wo, FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone) ,�i4_ ,,,tR A, j/j� '• Ccd2017 EASTERN METAI.SUPPLY. MC. 0 y, ra,:s 02017 TILTECO•INC. , cf SF.. BERTHA HVTM I I L I E C 0 INC. \ A A Accordion Shutter System r ■ ■ a ■ H.14 BLADE i W/CR WA F 4 104h MAN E.ADE '" '� j hh// MUT TESTING& ENGINEERING COMPANY American Shutter Systems REV.No 0555515100 OATE DRAWN er: L.c. 'T.:,�0:.. U 6355 N.W.365+.St.Stn.30,NRaN0 CARDEN%FLO00A 33162 Association, Inc. 1 OLD.15-085 nl/27/17�DAT0 07/27/17 '� - f Pours r(205)671-i5.30.ins:(325)871-1501 4268 Westroads'tose 2 DRAWING No �',.C+ p \fi\,'` `m E:GOOn67014 Com WE Si Palm Beach, FL 33407 a F S/�7 l°41At E�C.•'' WALTER A.0057 JT.P.E. j 7"'I V! P.E. SEAL/SIGNATURE/DATE FLORID 1F./44167 5 SHEET 6 18 OF 20 --4�°L ` �y•0 •+ GENERAL IMITATIONS AND CONDITIONS OF USE FOR BERTHA (p}y ( (�}� J�HV BLADE ACCORDION SHUTTF WORKING IN }' I y ! UNISON WITH NV WINDOW BCADE�� t3'37 j I _ I.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.a:f. - -\ tj _. „- - 2.MAX.SHUTTER•SPAN:.98' Li d ....---- 1- 3,ALLOWED MOUNTINGS:A D.0&H ON SHEETS 6,7i AS WELL AS MOUNTINGS M,0,T.U&WON SHEETS 16&17. 5 #,,ONLY CENTERMATES 21 (2�2(BOTH%cc OR 2�)ARE ALLOWED WU 0.®.., '�1 (� 5 ,4 �_ OR ff tN A EJA OR OP NG to OUT.tN SIDE OF 0 4G 0. .., iv YOUT, 5 IeUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF t 6� � / CENTERM /A��t� /�sc� (j'��� f„ ITP.EA,END • • • • • • / 'S.t' lJi l.A' 1,-(, 5.(A)HV WINDOW BLADE 1 SFVJ.L ONLY ALLOW A MAXIMUM OF 5 OPENINGS __. l ililil... YYYlll ���111LLL l.(I �( �.G (3'0 HOLES).FOR 3 PER AT SPACINGS SHOWN ON SHEET 4. Z ,�VfitL ,�rin�,tL .1tnni1� / n, , (N)MIN.CLEARANCE FROM TOP OR COTTON EDGE OF HV WINDOW BLADE 1aq, MAX.5 WINDOWS a id 1�1.� U VY V.4' ..Uk2 'SL a.F 00 OF ANY 3'0 HOLE FOR 4t�4 SH.au HE 12'. ALLOWED AT ITV� n '� 0 WINDOW BLADE l'3' , �,{/��t��� ,y id /y�t�� /{�.t�� /�,r�Fj /���2�j {�'/, (WINDOW BLADE OS C)FIRST OR LAA•BLADE COMING.OUT FROM STARTERS AT ENDS MAY HE tiY ITI Co` ( 6 NV WINDOW BLADE(3 MUST SE USED ALTERNATE TO A SOLID NV BLADE 0 THROUGHOUT SHUTTER'S WIDTH. i (E)C NATES SHALL ALWAYS BE INSTALLED ADJACENT 10 A SOLID H4 c ''1jVif/0} '(µWl?L} lf(L•A^' BLADE 1 AT.EITHER SIDE OF THEM. 1 ai SEE'ENO .. (F):POLYCARBONATE HV WINDOW 4(�4 SHALL BE INSTALLED SO TABS FACE: 1`o-.. �` 0 �Tt} THEINfERIOR OF THE OPENING$ES7ING f"ROIECTEO.HV WINDOW MU5r HE CONNECTION C)— • 0 • • 0 • 3�5g (•./. 0 1s J. ONLY INSTALLED ANO IOCKEO USING A 1V SEfttOO TOOL P/LOVIDFA BY ASSA, DETAILS ON SHEETS ��� -�, 3k �1P \UL 0 0 0 'SL INC, iFUL HEIGHT. BB N 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1I ) BUILDINGS ON.SHEET 15,AS UNTIED BY SPAN AND DESIGN LOAD(SEE NOTES TYP 0 - „' I &2 ABOVE). 6 Vcell 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED �� a T ��,S,FJ CONCRETE OR CONCRETE BLOCK WALL ON.SHEETS 12&13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE).. _ - T' P - 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER AS1M F-1998: 11 `SEF PLAN FOR REQUIREMENTS) W ( �,.i s,n)SR J.( )) H ~�—' 10F'&BOTTOM i--(T 7J .` WINO ZONE - MINIMUM SEPARATION TOGLASS - UNUNITED YAOTL+ V_V— ^" "'-'^'� 1 THRU 3. t' ELEVATIONMN SEPAV,RON TO GLASS - -- EXISTING 011115 -(SEE A(SEE SCHEDULE ON SHAT 11 FCL.BLACECD 4 6.25' "O ON THIS S{M FOR BtADF5(O&.03 ...___..� T ti r. I� .. / *rv �1t.TERNATE-APPOSING CENTERUATES 2�i.�W/ (EJ(TERIOR ONLY1 [! �TYR.`,. \ \ \ `\V, I -/,,J)/ /.�/ 1/ / / / . / /i.e. AND W/__—Q OR i-'(SEE NOTE 4 ABOVE) / lt, l TVP. SYYMM iRICAL CENTERMATES I'.Y/Xr,\� 'fid'"" ••-- „__� _� / (°+moo 4.1 . .1 W/(2.4j OR op AND. ( 1 t W/a S(SE NOTE 4 ABOVE) PLAN \` � '� ' i • TYPICAL (I) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* �` f ---- ' LI{LE. 11.[i� -. FLORIDA BUILDING CODE(Non Nigh Velocity -Hurricane Zone;, {0Vti fl - 0 2017 EASTERN.METAL SUPPLY, INC. 1{ r•,:.' A/ 02017 TILTECO.INC. i� ,,.�s' �ce�s�': BERTHA H!/TM A .'� S A Accordion Shutter System Tk: / 1L E C INC. \ ■ ■ ■ ■ RV.BLADE#1 w/OR w/o w.wrND(iw MACE "�5 ' i- 't TILUT TESTING A<ENGINEERING COMPANY American Shutter-Systems- REV.H°. DESCRIPTION DATE ..DRAWN BY: LC. w Association; inc. I OLA 11-085 07/27/17 DATE 07/27/17 1:17 AG 8339 N.W.35(.SL 71 IL3.NRC'AdA GARCENS.1-103 33186 _ �Lti{ID�`-''1'11' Photic:(305)871 IB3G.Fax:1305)$71-x531 4268 We s Drive 2 DRAWING No t p�A ,,� a 1:E9tocottooLeem, West Palm Beach, FL 33407 3 �sS�4P1A1 tit�� E6-0006719 4 17`1.07 '� WALTER A.TILUT dr.P.E. •'• FLORIDA LIc,p 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 — lAa42..;a°35INSTALLATIONS W/ 0 HV BLADE & HV CENTERMATES C) 12.000"Max.';- /la ,;eADE THICK 7:-VARIES 2'Max i Km G-60 CALM.STEEL I INTO METAL STUD WALLS * . SUS*METAL STUDS AT 16.O.C. tif •••...._ ..........._it '' ar) r,"AN 0 -04'83- :94 Er---------i 1.7 ,,, Mtn fIltag=` 4 ,6.O.C. *3_9) 1/4"e NOMINAL 1/2 ---r"9 I .475" 0 * GENERAL LIMITATIONS AND CONDITIONS OF USE ... ALUMINUM SLEEVE f I 1 ...T.. 0 7.0 • -----•- ha b,i 7 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY LI 3/4"x 6 1/4"x 0.035"WICK 1.6n. WI I4zI ' .._ SYSTEM INSTALLATION TO METAL STUD WALLS , CO..T,CAL/ STEEL TRACK Co EL. 1/1,6"O.C. 0 C 00.7:4•117,111 HMI ASTM A-653 GRADE 40 MIL G-60 n, i SEPARATION TO GLASS SCHEDULE Max. GALVANIZED FASTENED TO STUDS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) wi O)18,0/2-me SCREWS ON EXISTING FINISH Ite-.) / , '1INIIIIIMIIIII/1/1111/1111lli INTERIOR Ze IXTERIOR FACE AS APPLICABLE 3 CO g 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION °LENGTH .1. 1" MIN.SEPARATION l' .3. ALLOWED MOUNTING:10 ON THIS SHEET. TO GLASS Exi"N°uAss- ------(sEr SCHEDULE) CO 1/4"0-20X3" BOLT SULE) i ,T, 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" j . MR) Lz WITH ARRANGEDQ A SgMETRICAL LAYOUT. MliST PENETRATE C30 1" 1 3/4`x 6 1/4'A 0.035"THICK 417n. EXISTING FINISH I 1 0 , : USE 0 (2) (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT(;)XTERIOR OR INTERIOR ACCESS SIDE OF 4 - 4" 1.373"-I AS APPUCABLE I CENTERMATE. .250- I-- ,-,0,045514 s {CoNT.AGAgi STEELETtgli<Ant4N6E0L,1 GALVANI ED FASTENED TO STUDS 1 (c) \\,A at, ,A '.-1---- I R I W/(2)16x1/2"TEK SCREWS ON 1 , 1 . , .. INTERIOR&EXTERIOR FACEK I 0 r or. .e-S.C.t .., ... '<.:, 1/4'0-20 THREADS \-- ** t-. ,. ;'-'il,..'i BLADE SLACK DETAIL HVF IS ALSO VALID FOR C) 1/4"ø ELCO CONSTRUCTION up. • ..sil•• •.--:.• - /_ a cENTERmATE 0 APPLICATION WITH BLADE 0 P ODUCTS FAB-LOK HD -i---„,,,ryyynuiutrunimtp.-.1 49 1 1/2"x 0.035"THICK ''''I ....VAR/E5'.. 0 6" 0C. COMPONENTS Min.G-60 GAM STEEL 1" METAL STUDS AT 16"0.C. .I @ WALL HEADER/SILL INSTALLATION Miin. :';'_...',,.:'..,.) -EXISTING FINISH AS APPLICABLE SCALE: 3/8". 1" ,t (TYP.TOP&BOTTOM) 0 0 DIIIP 44.11.5. si'tbn Z EXISTING CLASS ...... 1.1; 46..* . . :II gill. - lb --) i i 1 3/4".t 6 1/4"x 0.035"THICK Min. .CONT.GALV.SIM.TRACK CHANEL, e'r. ' ASTLI A-653 GRADE 40 Min.0-60 - GALVANIZED FASTENED TO STUDS . 1,.. . SYMMETRYCAL ..'I L,•,•;',..." -4: k -:' SYMMETRYCAL :',:, :;:•-•,i'-• L','•,:,-.'i2-.• ,-•--,---..-.C:,-..-.-'•-a,*::-:-'.,t-,-'6):.-^;•,-(,-.-C•.9l.--,y'p•,,-.*).'-:.-,•0',-:•,'-.•:•-1•.••)-:,*-',1-1..•-‘'-„•:-%•**,:,*-*.-.iif4i, ,•'•'•'':-','E•'•••'•l1 I I'lI.'.:"'' M(SII`LT1AA-I0I, 045 M2a1.1 x4. . WN/TER(2IO)R#&6v1/2 RTIOEKR CENTERMAES W/ CENTEMATES W/ EESCHEDULE) EXTERIOR ACCESS SIDENTERIOR ACCESS SIDESFACCR4 1I IN IN , EE W S ON .. ...,=...x...i i , ----- -- _ _ __ ___ ______-- ---__ ..... _ _______ ____ _ .......=. ...... __, _... .._ _ % N pa...M1111=11111=rillak W . . . 0 ' 115 , / .. L20)CATED AT ilillMO\\' _ , 14V HEADER/SPLL ENDS LOD. . IV , ".,...7 6 1/2,, (Typ,) . \ (6 Mai.) , .7" i I.-- 24 1p.r. c* 6 1/7. MAX.st.Acf, ** - - VIEW Y SIDE CONNECTION TO TRACK (Cont.) HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone," 0.,.....,...,.„ o''Ok Ik. 1/44/.:-.. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. 7.1% BERTHA-HA/7m ...*\c,ENs-..,"P li. / 1-1*-- ---- , -4-- / liLIECO !tic. •A.S.S.A. H.VAccordion Shutter System .RADE#1 W/OR W/0 FIN. WINDOW SLADE *1 i. lei*, 1 : 'NWT TESTING & ENGINEERING COMAmerican Shutter Systems COMPANY American tic.- OLD 15-085 7/27/1DATE: 07/27/17 DESCRIPTION , DATE DRAWN BY: L.C. 6355 1 b7 ..... NTi ..36111Association, Inc. .St.Ste..14.1.wRONIA GARDENS.FLORIDA 3310, s*._ STATE 0.P "Ar:$ Pt,pne:(306)671-1536.Fox,(335)474-1531 4268 Westroods Drive ---iDRAWING Na ':'8,)4`. ,,...1..AZORIVIls:/„..„/$,1 e-rnaII:61locabooLcom EB-0606719 WALT_R MIT P.E. West Palm Beech, FL 33407 3 17-107 . s,s,A;;-.---••••,,A\a-,,,' IA, Jr. FLORIDA lic,#44467 4 5 ET P.E. SEX010:144ADDIREIDATE SHE OF 20 - - • TT . 6'171 • ' FolinvaLme:.,Aaaralwat apetincemoys ciOritiketlimIf BCIS Home ;Log ta ;User Registration Hot Topics Submit Surcharge Sots&Facts Publications FBC Staff BCIS Site Map Links'''Searchdr çrProduct Approval ' Menu>Product or AinnicattOn Starer!,Application lists Application Detail •f,P41F.ri.?:N•31l;••=C; FL# FL389-R9 .Application Type. Revision Code Version 2017 Application Status Approved Comments Archived • Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 VVestreads Drive West Palm Beach,FL.33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguez@easternmetal.com Technical ftepreseptative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer. 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed -Walter A..Tillit,Jr.P.E. • the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date ,12/31/2018 • Validated By John Henry Kamornann Jr. 0 Validation Checklist.-Hardcooy.Received Certificate of Independence FL389 R9 COI,AMERICAN SHUTTER SYSTEM ASSOC.,INC,'DRAWING. 17-107 .CERTIFICATE OF INDEPENDENCE.PDF F1389'R9 COI AMERICAN SHUTTER-SYSTEMS ASSOC.,INC. 'DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1),PDF" FL389:R9 COT AMERICAN SHUTTER SYSTEMS. DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF • Referenced Standard and Year(of Standard) Standard Year , ASTM E-1886 2095 ASTM E-1996 2005 .ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By. •