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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 i SCIS Home '. Log In t User Registration Hot Topics Submit Surcharge Stats&Facts Publications PBC Staff SCIS Site Map Unks Search . a ° Product Approval ��,bL, USER:Public User - RECEIVED Product Anorovai Menu>Prodr<ct or Appit a on +__arch>Application Ll st>Application Detail FL# FL389-R9 JAN 0 8 2019 Application Type Revision Code Version 2017 ST. Lucie County,Permitting Application Status Approved Comments Archived ILE it% LM.R Product Manufacturer AmeriF ff socia n . Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr, P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 4 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-10.6 CERTIFICATION OF INDEPENDENCE-C1) PDF FL389 R9 CQI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://Y ww.floridabuildina.ora-or/ter arin dtl.asDx?t)aram=wCTFVXOwtD(lvYVNN?17Txrsr5 I/R/?n7 Q Florida Buildin'g.Co'de-briiine Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 summa ry of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded 6luminum*interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12"-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASO load FI R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion ShUtter-Blade Extruded aluminum interlocking blades retained by tracks I I Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ.No FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ.Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PD 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, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PD p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PD Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other,Large missile.Max. 16'-0"span at 30 p.s.f ASO load Created by Independent Third Party:Yes for Blade 1 and 18'-0"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 REPQRT,PQ Created by Independent Third Party:Yes F-;E FN7- Contact Us 2601 Nair Stone Road.Tallabagsee FL 112399 Phone,850-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-malt address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hp_rL. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 EN RAL NOS, 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WON THE 2017 (15th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BESNSTALLED+IMSA DIRE DBe DETERMINED AS IRECTIONALITY FACTOR d-0.85.USINGON 7620 OF ASCE 7-10 AND SHALLHE ABOVE RNOT EXCEED THE MAXIMUM(A.S.D.)SPEED DESIGN PRESSURE REQUIRED RE RAATINGSJURISDICTION NDCATED WHERE SHUTTER WILL TABLE OF CONTENT'S ON SHEETS it THRU t5. H9&20. IN ORDER TO VERIFY THE ABOVE COMMON.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 Stall BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA, 1: HV BY MULTIPLYING THEM BY 0.8 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 . IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.M.AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED.FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERM HLV•ACCORDION SHUTTER SYSTLIA'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1:2 OF THE ABOVE MENTIONED CODE AS PER TMPD SHUTTER ASSEMBLY 38-44 SHEET 4 All.REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BUD£0 10214.01-03.10715,01-03, 11004.01-05,}121441-05.1031742-06,00609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 0 2: HV BLd !E AND•W WINDOW BLADE1nA AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1,2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -Try WINDOW BLADE Q/OSOS.Oi-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-e8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATOR &NOTES ON LOCKS SHEET 5 _ INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADEO AND HV WINDOW BLADE d ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND Co NOITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114X2.75'AND 114X1.75-RESPECTIVELY,410-M MINIMUM SERIES CENTERMATE .DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Cal YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHiEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV- SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV MARKING ON THEIR HEAD. -" END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 ksi AND 35.7 k6 FOR MAXIMUM SPAT TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 VM 50 kai MIN.YIELD SIRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2471.3.3.4: ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 - END CONNECTION DETAILS 7-12&X.WOOD SHEET LB e. THIS BERn%H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA t: HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING"IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO,/PAIN: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,NENAW,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO AREA4. W WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HN AND HO LOCKS., lit IT.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SOW'HALLS SHEEP 20 PLACED FOR EVERY OPENING.LABELING 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 PRCMUEO BY THE JURISDICTION WHERE. PERMIT IS APPLIED TO. ' 13. (a) THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR�A SITE SPECIFIC PRWECT;Le.WHERE THE SITE CONDITIONS CEViATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION,PURCHASE AND INSTALUTioN INCLUDING OFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.U.,PROVIDED HE/SHE DOES N07 DEVIAIE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF RED BY ANY MEANS ld)SITE SPECIFIC PROJECTS SHALL I PREPARED ,,,A FE RiDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE I ESPONSIBLE FOR THE PROPER USE OF THE P,. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS INTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ., (e)OMINAL P.E.D.SHAD.BEAR THE C}ATE ANDB=LSu EAL AND SIGNATURE OF THE PROFESSIONAL EN MER OF RECORD THAT PREPARED LT, riArrrn,,,�,� FLORDA BUILDING CODE(Non Nigh VelocityHurricone Zone' wf, 02017 EASTERN META SUPPLY.INC. If' I % ®2007 TILTECO,INC. BERTHA HVII, CD 0STA A S A Accordion Shutter System .S : LEC Nt. ■ ■ ■ ■ N.V.MADE #1 W/OR W/O N.V.WNDOIN MADE /* 'r`F' American Shutter Systems ,H OESCRIPTwR GAIT DRAWN 9Y: LG - I- c'�J I1JL� TILk1T TESTING & ENGINEERING COMPANY Association, Inc. L OLD 15-085 7 27 1 GATE: 07/27/17 T U \ 6755 N.W.36U.ST.SH.105.NRWNN CM004S.FLORIDA 3]16 IG) '• �• V Phore (305)671-1570.Fox:(705)871-I531 4268 Wes(roods Drive 2 DRAWtNG No W CV fi.+.••.,•. '�."� 4V .- I:U14c0000i.com West Polm 8eoch, FL 33407 7 _L ........... C1 Ee-0006719 4 17-107 c� SS�NNAL� T'I4 vFLO R A.OIUT P.E. - -" fLOROA tic.F 44167 5 SHEET P.E. $ilLtf SIENf1AYURE/DATE 6 1 OF 20 .1 ' 'r FOR x4(00-SIMM 0 ES r •• c+ g o,Wx. 1.2 .4 4 �! .09 71• 1 A j i }385' ._ i �t 4157' f 4.999" N + • ' Hy SOLID BLADE .375 i `5 HY 90•!7804 STARTER ' QUALIFIED OR USE.W/ COVERED UNDER US PATENT # 545 79 �^ 04 HV BLADE q IFlEO FOR USE W/ NVB l'1 • 005-T5 ALLOY A MPER OUALIFIEO FOR U HV 6063-T6 Al OY AND TEMPER 8 1 .3)' g 'SEE l IONS Of (ADE(DON SHEET 19 OY A TEMPER .-. .r24' WJ 6063-T6 ALLOY AND TEMPER 3226• 1.500. 1- .085' I y .7' ! .556, vN t(YP.) .fl94' e� 670' 2.22• ^I 72 • 842. $ .� O h} �7 iv i�42• ' I • .i. . $ i ' 0 2' qQ 0 7 1 4.436" .. .t2' t 3 .....--'-- 1~71 HV ADJ. AIMPTER W_w' t, 007' 6- 2 QUALIFIED FOR USE W/ HV C'IHV WALK—OVER TRACK —•9zo_ i _ `6 NY AD FLOOR TRACK BLADE(D QUALIFIED FOR UE Wj SIV GiHY TRENC TRACK —zss S7 �• 6063-T6 ALLOY AND TEMPER BLADELii QUALIFIED FOR USE W/ HV /� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AAD TEMPER BLADE(DONLY. .� Hy RAINGUARD BLADE ji) - 6063-176 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A D TEMPER v 1' 5' �� -- —� BLADE VARIES 1.936' 6063-T6 ALLl Y ATEMPER r 1 417` _ W !') IIry v .093`o�I • L -� * 6701 1.686" 0.t4 670 3.52D, i rte- t BY HEADER/SILL 11�}jy CEILING HEADER � — 13;� CEILING HEADERISIL! GUA�LIFIED FOR USE Wj HV BLADE t.ONLY, FIED i•OR USE W IiV GLAD ONLY "� _ (I ER' QUALIFIED FOR USE WJ tiV BLADE(CS� f 4 HD y((Ai L HEADERISILL, SEE SECTIONS FOR VAUDIIY: SEE SECTIONS FOR VALIDITY. QUALIFIED FO USE Wj FN 8063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 1 ONLY. . ' 6063-T6 ALLOY AND TEMPER T i • I COMPONENT A D TI T2 X Y t MEI.XNkYMkt ' y 2' 2' 0.125' • t' 1" .o6Y 41 ,7 ! 2' S'MAX.: 1je` i i/Sf ( 3" 3' lomw moi_.L i 5-M . 0.192`,0.192' X AX _ :16 SIDE ANGLES —` 2t) CORNER POSTS �i ALUMINUM ANGLES �9 2.5" 7'MAX.'0.190' .0.(90" SSG 0 ALIFIED FOR USE W/ HV A 1 ( AtifiEO FOR USE Wf HV BLADE C i OUALIFIED FO USE W/ HV --I — ' BLADE Li',) 6063-T6 ALLOY AND TEMPER • GLADE 1 ONLY. i 2" 5'MAX.'0.139-lOA3t- 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE Non kigh Velocity Hurricane Z ne .��, ll•• zon us7ERuETAL su>PLY, Nc. o20t7 TECO, +C. ............ BERTHA TM — A■S■S.A■ Accordion Shutter System � ) �i �E c o (N C. KV. HAVE Ott W/OR W/O N.V.WNDO Y BADE / American Shutter Systems J. O�� TILLIT TESTING h ENGINEERING COMPANY y EY•N OE6LAfP69R - OATF 0wS5T1 er. L.C. _ (fT j 6}55 N.W.]Q1A.SL.Sb.305.VACNA 04ROINS.FLOAM 3)16 Association, IFIL. t OLD 15-065 7i27fi DME: 07j27/17— 4268 Westroods Drive 2 �, y----——, � Pto,:(_""05)871-I=D.Fov:(305)871-1531 DRAWING No �` ; p F� 54 3� o- A:VA.00001c West Polm Beach, Ft. 33407 3 _[ •••.�nt4 ••'♦'� ,t E6-0006719 4 17-107' : V/^• \�".\ ii(t wN,rER A TrtuT J1.P.L. - Lt {f i rLORCA uc 1 44167 5 ,., SHr-.ET P.E`'3EaA F �JATt AE/DATE 5 2 OF 20 4.6Q0' 4.576- 1 5Ia'-20.1 1/4'-20 ,-•OIC CAST // 93" ,745• \ i �"' f S.S•U.S. 7HRTADED NOM50'A'PANITO L >kFUWCO' J-'D+E CASs (2 119. nq.p Tom.. $ , i i • _( _..� m; 6"�tM0 PED I C GRESS WAR 'O I 1 N•x hl 1 D 2.11L tr kNOB. r1iT' I _BgAss CYII:OCq -BRASS CaADER 4' ( a- ME(- 1 N k KEYS{CTEWME (CNRa.E O ATEO) 21 sS. 1.25 ^I � HY lOYil �. QUAUFIED fOR USE W/ HV E�&V 0 Y 0 0 - _i _ 7 4UAL(FIED OR t,ESE W/ HV QUALIFIED OR / HV' 6063-T6 ALL NO TEMPER QUALIFIED FOR USE W/ )itT BLADE t & A O F fig) T 6063-T6 ALLOY AND TEMPER QAALImyFTED CORNER CENTERM&IEFOR USE W/ HV BLADE T1ONLY BLADErptj& ONLY. BLADE 1 ONLY. ! 2 4" 6063-T6 ALLOY AND TEMPER PLASTIC 518` T ll O i k : 4.045' -�T WLDED TSCREW � n EO 1 q n (:360•AFTER METING I.Dw . - Y. BEFORE RIVETING ( n m as' a: n 1/4-0-20 x 3/4" 4"td'20 S.S. THUMBSCREW S/ RIVNUT* i *SIRES 9444 ALNIRULA(2024-73 AUCY)LARGE FLANGE TWN SHEET HUISERT.PAM 10820.AS MAJA00.CTURED BY AYOTL ( 2.730 I ( �75O' r » tt 4 .. CHERRY TWORN,PMSIPPENY.NEW AERSEY 07051 111 Coll. .p1}N � FRONT nLVATiON 4.560- , " " HV "T" LOCK HV ALTERNATIVE OCCK, LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADE(9ONLY HV FEMALE T LOCA CENTERMATE 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE�1)ONLY QUALiFtEDFOR USE 6o63-T6 ALLOY AND IEUPEk ONLY VT/HV BIAQE�ONLY. DLADE ONLY. 6063-T6 ALLOY AND TEMPER 17" 3.561 f' It � , I _ _ _ g c I D^ -MBMBTUR. 1OER OR 1, .063' .254• ! $` .063 .062" -,.- W CYLINDER ay. .214' I .- ra 545• 1-.-- —�� 10 - ,jA o.a7s"1r. i� G? .41 .125•NaP.HO CENTERMATE W( LOCKING '^ F OUA D FOR USE W/ HV BLADE, QUALIFIEDFOR USE Vt/ HV BLADE t,& (A 166INSMI -T6ALLOY AND TEMPER VARIES, 12"MIN. 10063-T6 ALLAY AHO TEMPER QUALIFIED FOR USE W-I/ .-20SS.ORye•.-16 , Lt 606376 ALLO TEMPERTHUMSTURN TWR+e5CRfl4Stt/2" C1INTOER{SEE CETAlS OR KEY t15' LYL>t1bfR LiOu. LOCKING ROD �L' 375 a Wt— 1/4.0 HD LOCK QUALIFIED FOR USE W/ HV BLADE•1 i 3E& HV 3/6"0-16 ACETAL . 3 W 1/4" 0-20 AISI 304 8Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK eCLT LOCM. 6065-T6 ALLOY AND TEMPER t/ ERIES S.S. THUMBSCREWSQUALIFIED FOR USE W/ HV BtADE-,i,& C 5 7AlLA7tON WILL REQUIRE A 7/16" tiGL THUMBSCREWS ,�. D ILLE RACKS FOR PROPER EM QUALIFIED FOR HV BLADE(J) QUALIFIED FOR USE W/HV BLADE t?.: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A- . L 02017 E115TERN METAL SUPPLY.INC. ee A- y - O.LL fILTECO RIC. 1 • ��`' P•'''\CEN••`'•• ��N 1�1�'�, E C A.S.S►.Aw tLv #I W1 as Shutter sRAM ystem *i,�' /�`?� T t�• TICCIT TESTING & ENGINEERING COMPANY Amerfacn Shutter Systems EV.N DESCRIPTION DATE DRAMA BY: L.C. _ STATE t 6355 N.V.76171.St.,Ste.705,NNOWP GARDENS,nOPOA 3316 Assoaiatront Inc. 1 OLD 15 08S 7/27/1 GTE: 07/27/17 Phare:{105)87/-1530.Fa.t(305)871-1531 t Pol W Beoc ds Olive 2 DRAW ING No ; F b .- II:140-04..0 , West Pa{m Reach, FL 33407 s I���d7 :•�L(` •.�a!Tla�•'���41'` WALTER A 111"i'41.Y.E. 4 ----- � ,IE FLORIDA Uc.1 44167 5 SHE P.E. �;E-A/,sit3MA JURE'/DA1E 6 — y- — 3 OF 20 - SHUTTER ASSEMBLY SCHEDULE FOR } `—12 NLN. HV(D HV tflA a/s"° :r OS L �/,y^�� j 10 BLADE T4 P 0625' Gl _ 1•'� 1 I E E .1s75' , Od25'--.0�625 'NV SLAOE 1 5• HWN .62 ffim -X Q HV BLADE 1A .} 3 `\� • I 1875' Y HV LONG RECESSED NYLON BUSHING 39 1 sl =7c 7 a~5 KN6UCKLE— �OPENR! 0625• Q.1 ® HV SHORT RECESSED NYLON BUSHING ) " � ,4-� PORTION HV NYLON HAT WASHER Q OR (9® HV WHEEL CARRIAGE AI51 342-•303'SERIES I a " q0.870"x3/16'THICK NYLON WHEEL. 2 7/8'wN. xa WNDOW SEPARATION i 0.188"0 AtSI 302 SERIES S.S. RtVET5 { 6EIWEEN 1 .0625' .75ao"ELACE ti �' Os HV 1 3j4" ACCORbtON PIN W/ 08 HEAD * EXTERIOttV'. t j-1 OPENINGS t 5 a/4' q " a'po ON CENTERS 7 ® HV 2 3f4" ACCORDION PIN W/ (�8 HEAD 0 (( 'a POLYCARBONATE IMPACT RESISTANT HV WINDOW ! } r, i BE-EN: CLEAR I TYPICAL HV WINDOW MDE AND ;POLYCARi30NATE HV WINDOW DETAIL , or ^' (SEE NOTE FORS) I OR } i *p�y,�.gIBONAT IMPACT RESISTANT WWINDOW REOUIREMEHTQ : i BAYER MNKROLON 3103 POLYCARBONATE �-- — 12'1a47 CILM ICE RESINS, UV-STAOILIZED GRADE OR SABIC ,. _ } 10 BLADE eo u INNOVATIVE PLASTIC LEXAN 103 RESIN LE FOR (D OR A." (SEE NOTE "F"ON SHEET 19). /-� •� ami o.o (:0 :]. (1) HV PIN Cy SHALL ALWAYS BE USED AT ALL EXTERIOR � sa BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR ` N POLYCARBONATE SOURCES FOR a HV BLADE. i EXTERIOR APeLFr>xE AESWT gEICAL SHUTTER ASSEMBLY mw.PPoCvar�3 6tNawm e9oc 5• `NY PIN©OR(�AT �'" YOOaa (2) HV PIN' MAY BE USED IN LIEU OF 0 AND ONLY AT Ext IOR_ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV(D 40,324•-, BLADE'S KA*FOR / � (SEE NOTE *FOR ssCCnc cpAHrc AST4 9701 cga3 n!,' 9.9as w/m BLADE WHEN CORRESPONDING TO INSTALLATION "it", SHEET 7. Cl REQUIREMENTS) .048°-{.- `• O ?ENSILE MID sm)<Pf ASM 94ee MIX pat. 9.5W.• .L ttE76AM SINLTG?N A? Y. ASTY 9>89 11.399 P...L Pal. (3) m FT-M. PIN OR ®W/ t/2" O.D. 1/16" THICK S.S. WASHER O I' nuvwL u9aauS ASM 97 9 519.009 Ps7. 30,00p'.1SHALL BE USED FOR DIRECT MOUNT INSTAL I ATION PER DETAIL X, a� ° SHEET t� I n91u9¢09 Stu olse - n q svaE oOSRT •stn 02443 ala e4.5 x NAa IiEL CARRIAGE DETAIL AATE a w svr a Asw gats C-t CUSS C-1 CLASS N.T.S. LY LAYOUT SN WOOM ASRi 51814 19t0'7 880•E )ITATb(Ryrp ASM 0133 TOG"S?RENGM Mal aTAINIA —BN ­z 4610 Pat • 1 H) V BLADE SOLID & UA BY WINDOW BLADE DETAILS Toga wEss won wnvusc As'"076 wes 6860 Pat N.T.S. itsiaiiiiaiii��M 1I, p, T FLORIDA 8U}IDING CODE Non High Velocity Hurricane Zone' 1 1�Q• '' t/ Z 02017 TA.TECO,INC. &I'2017 EAVERN METAL SUPPLY, INC. V '�,�G NSC•- •9� HV7. ASSA Accordion Shutter System IL ECOtMc. , H.� BLADE,�t Wf 4R w/4 Liv WINDOW BLADE' • � TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.x DEscAl_o 927E DRAWN Rr: 1_c. _ Association, Inc. / oLn is-Das T/2T/t aA1E: 07/27/17 6155 N.w.J ( 34 5?4.15 .F�X:(305)5.fTCAQA 3516 4268 Weslrcads Drive 2 Pnone (z0s)en-1530.cox:(3osldn-1s31 DRAWING No ss�QNa4��t1 IttL a-moT:9006719 cr West Palm Beach, FL 33407 3 a, E8-01I Ti9 4 17-107 1 FLORIDAA hurt da.P.E. s SHEET P.E. SEAL/SIGNATURE/DATE rLORILk. 4a6T a 4 OF 20 � a + NOTES ON HV IOCKS AND CENT£RMAT£S: A a C c 1 7 u x s r u 1, ONE HV LOCK d or SNAIL BE USED AT 1/2 OF SHUTTER SPAN FOR AMY SPAN p"��Id OR 12'ABOVE OR Bf1,OW 2 OF SHUTTER SPAN 9OR SPANS UP TO 105",ANO FOR INSTAL 110NS T ANY EtHt+ATtON.HV LOCK t or'+�J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED'To�Y OR CENIERMAYES W/j2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK StUtt 8E AS INDMATED ON TYPICAL SHUTTER ELEVATION.. 2.Qp' ,E1;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO HY 16 a + LOCKS, , OR MAY SE USED AS(AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES IQ: ABOVE LOGtV OF tOOC S SHALL BE AS BE AS INOON �%",EATEO ON TYPICAL SHUTTER ELEVATION. { Cf xv0 I 3. yC<jQGK$�; LOCKING RODS ARE NOT REQUIRED AT URRiCAN POSITION, BUT MAY CS �E USED IF DESIRED TO ENHANCE SHUTTER PERFD MAtCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). + 4, ' ONE HV LOCK��3ry, BE USED AT CORNER CENTERMATES FOR ANY SPAN FF AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SSHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 3 I i ATTACHED TO 0 CORNER CV%IRMATE W/(2) 1 i 9-20 x 1/2 LONG FLAT HEAD S.S. MS.TWO LOCKING RODS(b9 5 _ AT TOP&BOTTOM SHALL @E USED.LOCATH}N(SF LOCK SHALL BE AS INOICATEQ ON TYPICAL SHUTTER ELEVATION. xoc-avc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ff'. / tOS SHOWN ON SECTION MVE•SHEET @.ONE LOCK SHALL BE USED AT IJ2 OF SNLJTTER SPAN 0R TWO i T Clssytai }rcy0 C�o LOCKS AT 1/3 OF SHUTTER SPAN. A I `\ �, ( S, uA�ip1�CONDIii.� f,�,fj1Q KEYSTONE j�ni1NTW0 INSTALATKStiS: ONE HV TOCK 6 or�,�'or @ SHALL BE 1 ! USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP • f I i TO B8'.AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK t8 or or 0 MAY BE USED AS AN INSIDE OR jig + OUTSIDE LOCK,ATTACHED TO 4g,Cr®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1J2'LONG FLAT HEAP S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE#LOCKING RODS W/^� SEE END— OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION I -. DETAILS ON o r T a I x L If a 0 v w x t 1SHEETS 8 TVP. 0 A OF CORNER 11 I •COTES ON -HV "T" LOCKS AND CERIERMATES: HEIGHT. ! 1. ALTERNATE 10 MAND&IM DON I.VAI IQ ONLY FOR W CENTERLMATE (�:ONE ALTERNATE NV'f'LOCK MAY @E IN LEO IN UEU DITION OF NY LOCKS OR fOR ANY SEAN AND ` ICN TALLATi AT ANY ELEVATION.ALT NATE LOCK tOFO Y BE USED AS AN INSIDE OR OU SIDE LOCK.ATTACHMENT on oa fi�•:7'a�aR.O',U31 u' ti OF LOCK INCLUDES USING REINFORCING LOCKE j.AS SHOWN ON SECTION HYG, SHEET 9,WHICH MUST BE 16•ZS`o• , '�a(t�'*' an --'-', CONNECTED TO CEMATEs ANO W/ 1/4"0^20 x 1 1/2'LONG S.S.THREADED BOLT W/7/3'0 x 3/32' WI UT OR WJ 1/4'0-20x1" S.S.M.S. R1T0 A 1/4'9x'5/@"RNNUT.LOCK MAY BE INSTALLED AT•MIDSPAN OR 12' ''7 yI(S} 1 IMUM ABOVE AND BELOW MIOSPAN. USE OF TWO I GCKING RODS 6,TOP AND WTOM IS MANDATORY.6 I. x1,00«f@.x:0.18•C5 , 1, :ONE ALTERNATE HD LOt%i},; MAYBE USED IN UEU Or ELEVATION WTYPICAL NV BLADE SHUTTER LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ®Y ELLYAMON.ALTERNATE KD LOCK 11 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK Y'i TO IS W/3 IS x 318'F.H.S.S.M.S.,AND INCLUDESN.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS H08-HVB AND HDC►HVC•SHEET 10,LOCK MAY BE INSTALLED AT MOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS ig IS CCW ETELY OPTIONAL. FLORHArj orT h Velocity Hurricane onrC iti BERTHA�,�. ... /T 92017 TLTECO.INC. ®2017 EASTERN METAL SUPPLY. WC. ��� A S S A Accordion Shutter System 11.1 C Q i TN c. ■ >r ■ ■ JLV. MADE g1 W/CR WA KK NWDOW ELAOE AmeNGan buffer SyslemeCY.N DESCRa'TQI CAt DRAM St LZ �aF �J'�y�• TILLIT•TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-085 71271 DAtt• 07/27/17 • �• 1•' �� �t 36M St..$1.SDS,MGM ewms.rLORQA 33'a R t, pro":(305)871-1530.ro..(305)971-1531 4288 Wegtfoads Drive 2 DRAWING No � L e-moi:DN.c0000%com West Oolm Beoch, FL 33407 3 : `•IJ�A` WALTCR A�1LU71 Jr.PS, t 17-107 RCRioA 478.(, 167 5 SHEE P.E. SEAlj51(ValUREjDATE s 5 Of 20 �CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE- SHEET 13) REQUIRED r 1/4'0-20.3/4'S,S. REOILARM REQ�RED CONCRETE ANCHORS I MACHINE SCREWS CONCRETE ANCHORS 0@_&OR,_C(SEE MOVIaM OEM SHEET 1) (SEE SCHEDULE ON I W/-1/4*-20 (SEE SCHEDULE ON SHEET 13) 1. SHEET 1 13) NLqs 0 12*D.C. 1. -OoR @4) -1 '—I/4-0-20,,3/4-S�S. W, I ED E0 MACHINE SCREWS EQ USING 1/4*-20 NUTS F .0 1/2' Ir D.C. own rE r __71 l/.2-A,---- @ OR @ C.D. .250*M ri MI E.D.* 2SO' it .250*M". HIT E.Ow. I It OPTION& J -OPT"& SIFT 991IRIM ASSI) QA%M Tf- SCHIOXIE of SHEET F OR it not MAX MAN.SEPARATION TO CLASS lag CLASS (SEE SCI,-EDULE ON SHEET It BUDMID IMIN.SEPARATION TO GLASS :'-(SEE SCHEDULE ON SHEET I I EXIST" GLASS Q_C)BY WALL HEADER INSTALLAXION BY WALL HEAD 4 + KEYSIONE EXIS III&SEPARA71ON TO GLASS LASS---- (SEE SCHEDULE ON,SHEET I I OR EXISTING '1L..SEPARATfON TO CLASS CLASS �-(SM EMILE EE ON SHEET I I I)RR MADE IDAW- ON SHEET 199 1 BLAM 4z a, EXISTING OPTIORAL CLASS.- 174 1/4*M... OPTIONAL t //E E.O.- @ @ �"i.3 Th E. 0.* 1 1 1 LE a rE.- -1/2------- .3 on(05 rEO A C4. W17 3/4-S.& .��2 Ss HEAD L EO� CONCRETE ANCHORS 4 0-20 3/"-'LIPS jt,.�L-107 7�8 1. 1 __I/ I VACHINC SCREWS USING RUSS H& !S. SCREWS '-CONCRETE 94CHORS 1/4'-20 NUTS 0 12"0 L._(SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12'O�C. (SEE SCHEDULE ON SHEET POURED CONCRETE—" SHEET 13) POUREV CONCRETE-1 OR CONCRETE BLOCK OR CONCRETE BLOCK 'wNE:RC:rE ANCHORS REOUREO ION (SEE SCHEDULE ON POURED CONCRETE--/ SHEET 14) OF BY WALL SILL INSTALLATION OR CONCRETE MOCK WALL REQUIRED (g) HV WALL SILL IfISTALLMION NOTE FOR COMBINATION OF SECIIO�B'. INSTALLATION DETAiLS WZ I- SEE SHEET 4 FOR TYPICAL SHUTTER E. ASSEMBLY (S 0.;P EDGE DISTANCE *'SEE LIMITATON! 2-MOUNTING SECTIONS CANBE COMBINED EE ECIFICJITONS ON SHEET 13) LIME RON I) H V BLADE 04 MY WAY TO SUIT MY WSTALATIOM �A A- T11 FLORIDA BUDDI CODE*(Non Righ Velocity Hurricane Zone, 02017 EASTERN MEEKL SUPPLY.INC� 02017 TKIECO.M. ON BERTHA HWA .4 Accordion Shutter System A.S.S.A. KV. MADE#11 W/OR W/O KV. a" % American Shutter Systems CV.III MCAIPMH DATE Cr TILLIT TESTING ENGINEERING COMPANY b. 1,, 6355 H.X 36h,St.Sts.30S.�VOM CAROM.floftEkk 3315 Asacciallon, Inc. I OLO 15-CBS 9LW IT Ph... (Ios)an-1530 rr..:(305)871-1551 4268 Westroods Drive 2 DRAWIN.G No _$. ......... -02:t1iff-00w.... West Palm Beach, FL 33407 3 -,,'-70NAL 0,x" (8-0008719 17-107 ......lellpio", WALTER A.T1114 Jr.P.C. 4 1P.E. SM/SIGNATURE/DATE FLOWDA lie.1 44167 6 6 OF SHEET 20 _CONCRETE ANCHORS j Nix sa mm l� 80 _. -.}F— POURED Mx� I CONCRETE r (SEE SCHEDULE ON SHEET 13) ai s 1 OR EXISTING i t i-Bix y DN REQUIRED EDGE OF -"++M.wM CIJLSS-{ 5>tu tq PUCAS C EXCLASS-," LTING ASS� aKfs@e Q ;, T"[ G1A55 � I _r- I ALTEFTUTE I j J i i I,., EX=J, EO t EO ANCHOR t r -1 ry EOCAtK7H i I i i i C (, j 3 #10x3/4'HE(WASHER HEAD t 1 a4 13 oa 15 a%e'mN. TEK SCREWS O 12'D.C. 8) c €OCE IF J/e Y.. CONCRETE ANCHORS APPLICABLE 7 (SEE SCHEDULE ON SHEET 13) £ t t EQ l✓ l G- Itl ECCE OF ii =a1IF EXISTING EDGE SLAB SLAB IF 12• 1GLASS EDGE OF , + a•--_.. _-- SLAB IF APPLICABLE E.O. E.Q. APPUG[BLE POURED �- POURED FLAT HEAD CONCRETE ANCHORS CO CONCRETE 0.4 REQUIRED (SEE SCHEDULE ON SHEET 14) ...1 TT Im Rlf[@No n POURED - .-., -•- REQUIRED FLAT HEAD CONCRETE ANCHORS CHOW � {)•DR t� CONCREEE _ ♦ (SEE SCHEDULE ON SHEET 14) "'' REQUIRED E.D,•--- '--E•0' 11 TRENCH 4NSTALLNTLON D ONLY FOR UP TO 4.70, -75 PSF A.S.D. (1� yV FLOOR iNSTALLATiON fi V� WALK—OVER INSTALLATION SSU TION DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE /}•SHEET II 0, HV CEILING INSTALLATION cams__s__ CONCRETE ANCHORS � bcKm (SEE SCHEDULE ON7 I/4.0 RW fmb"VPM / -(� T �5-~'! ( �j SHEET IS) AorNK[D 1/aFAniY� I + EXISTING Tom_�._.. .. --:U�.•- TKHNMM OR 1/4.0 POWERS ( 1/4' EXISTING_: EXISTING-i GLASS-- rASTR.vS TAFttA+A14040M W/ UNI. CLASS -.1'-'�''A`^�w a ---- 1 7/4'NN.OJB�IQIr O a' GLASS •'� tsQ soaalAi r^ 't1 1 Ta ADW4++oN w , . -'Naez SnaOall[a ») OG rOR LIPM TO ii$LI SPAN MA D `r I, ) •'J7Q8 !•O.C,IDR SPAM,ALOE.THINI 6•-O"LP TO N fA HE MAY„ JSDLAJII AT P-)(ITE NOTE ttOG _221 ! � j10A3/4•HEX £,p,• , (3 OR 15 Is+ ,, WA E mD r iCom. ( Noe _ uL sfe >i �D 1z o.c. 1 Isla- t• I/!•.-20a0f!'ss us /14:!/4` HEX HEAD- / f ,, I i tM�t a',-7O.GIs TEK SCREWS O 9.O.C. j J• (c"1,O �'j/ �Ili4x1/4`5.05 _- - M*� i „ /•`a `'(I: OTT O.C. OR 1/4"0-20 5.5.N.S. CONCRETE ANCHORS 1 -- - O 9-O.C. 1 2 J 't/4NUT O 9`M.S. (SEE SCHEDULE ON - /SHEET 14) WALLTR N9N 51RUCNPAI17 N{18 1/2':' 1-• �z.00'tAiN. sww TRIM tc[caAT1f t I EDGE OF \ 1.• E.D. SLAB IF Z•� \ - \ �_,�./14.3/4•F.H. S.D.S. :• MM..• . POUR[0 O0.KALTE 7/8•-I--1 7/8` APPLICADLE---. CONCRETE O 9'O.C. •. -• -RCOURt[0 T , �� COKCRLTE ANCHORS `�"5EE NOTE 1S(D) -SEE NOTE 1�(b) •, , i L____.._.E.D, -- PCUREO CONCRETE-•' (SEE SCHEDULE ON ON SHEET I POURED CONCRETE, ON SHEET I ,_. - ,_ �E,D.- ---••i----- OR CONCRETE BLOCK SHEET 1i) OR CONCRETE BLOCK REQUIRED REQUIRED '"=' µUp11 W o[su+ s•OUNsTING.aINSTALLATION OPTIONAL POURED J/ G HV WALL FLOOR INSTALLATION .� A WA WALK-OVER INSTALLATION 1=11 SHUn[R SPM4 -D' CONCRETE _ REQUIRED HV RAINGUARD INSTALLATION tt YNIS INSTALLATION SHALL xaTF FOR GOLIRINATION Of SECT • REMOVABLE WHEN PERFORMED NOTE E.D. EDGE DISTANCE ADJACENT i0 AN OPERABLE EX IT • SEE L9A([ATIONS OF USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS 014 SHEET 1S) OR ENTRANCE BLADE ON SHEET 19 INSTALLATION DETAILS W (:1 HV BLADE ASSEMBLY 2- MOUNTING SECDONS CAN BE COMBINED til FLORIDA WIL0ING CODE Non HI h Velocity Hurricone One IN ANYWAY TO SUIT ANY INSTALLATION. 11 R�• I ' 44 ............S�••... 02017 TILTECO.INC. 82017 EASTERN METAL SUPPLY,INC. 4 1w`Q TMBERTHA HV Accordion Shutter Sy IF stem0• O /N . A■ ■ ■p■ILE KV, aA x#1 WJ OR W/O KV.IMNWN MAX -C• American ShuHer Systems icy.N D[SCRITON DAT[ DRAWN Hr: LC. TILLIT TESTING & ENGINEERING COMPANY AssOClattan, Inc. I OLD 15-055 )7/2711 DATE: 07/27/17 5355 riW.Jath.SL,Ste.JOS.MR044A GMDDM,WORM 3516 _� L4 4268 Westroods Drive : Phura:(ws)en-Isco.Fmr:(395)a7r-I531 DRAWING No l4L \ IIT .- 0:laucoaootcom West Potm 8eoch, fl 33407 s 17-107 I,T EB-0005719 a -�,• ipA/�,,, WALICR A TMUT J1.P.C. S SHEET (LOROA U<.1 44157 5 7 OF 20 P.E. SEAL/SIGNATURE/DATE .SEE END WALL C IQN_DE ETS 10 & 18 SEE NOTES ON WUING RMS W LOCO 9 FoJAND ALnRMTE W LOCK IS ON SHEET S. _u_f� F-0-1 T",—EXISIING CLASS INSTALLATIONS W/ HV BVDSLAC DETKIL W IS VAUD FOR ALL BLADE W/ Hy CENTERMATES CENTERMATES APPLICATION WIM BLADE(3) ?) ORty ONNECTION 2— 0-0-(9-0.0- —EXISTING GLASS 7. 6 1/2* 7. (6063-T6 OPPOSING SYMMELRIC ANC%W _LL C&2) 1/4*0'OnON —1/2- OR 10 COOCRETE LCENJERM TE., CE MIN t 110.3le S.MS.0 12' V Lo O.C. W/ HY LOCK 4 CLASS EPutATKxt (4)110x1/2 FULL LENGHT. LOCK AT EACH JIN4f. (SEE SCHEDULE ON SHEET I1) --------- �j _,®r 3 HVB HVIC HVA EXISTING CUSS 7POUREO CONCRETE OR CONCRETE SLOCK @ _XXISlING @ SYMMETRICAL6-- 7— SEPARATION GLASS EXISTINC CENTERMATES To SULE _J —GLASS ChEDI El —————--—« a wl OPTIONAL Ott SHEET 11) (INTERIOR) MIN. SEPARATION\ . 0 To C (SEE SCrIOULI =IN OPTIONAL ON SHEET 11) (RRER*R) 0 U —CONCREIL > ANCHORS 0 < 16"O.C. 3 VARIES�IES 3 �UT (EXTERIOR) BVF** HVQ F6 uT1 W :�6 ')Wil FLORIDA DUILDINC CODE(Ron-High Velocity Hurricane Zone: ..• ............ t..U C-2017 TILTWO.ANC, 0201?EASTERN METAL SUPPLY,INC. BEffTRA HVIM 6 slen, —MIL E C 0 mc. Accordion Shutter S A.S,S,A. KV. aADE #1 W/OR W/O H.V.WU." Amerloan Shutter Sy3tems key.14, mcp VA.. I.C. TILLIT,TESTING & ENGINEERING COMPANY OLD I Milo# DATE 0"R j Assoclatton, Inc. 1 5-085 MY—,I DATE- 07/21/17 355 O.W.lgtb.St..Ste.305.VISIONIA,GOVINS,RORM 3311A 4 68 Westroods Drive -h...•(305)87*-1530.F9.1(-10)871-1531 2 2 —DRAWING No ?-61: West Polm Eleoch. FL 33407 3 ,­101VAL 0 CO-0006712 17-107 WALIER A.TILUT it.P.E. 4 FLORIOA t:6�f 44167 1 5 SHEET 1.E_ S�i�URE/OAT-_ 6 a OF.20 POURED CONCRETE OR L- -�' POURED CONCRETE _ POURED CONCRETE _POURED CONCRETE CONCRETE BLOCK WALL �f� BLOCKREQUIRED OR CONCRETE - .-»._ —.-"'—� OR CONCRETE _-,�-•-- _-. OR CONCRETE REQUIRED BLOCK WALL REOWEO BLOCK WALL REQUIREO EXISTING GLASS f -EXISTING GLASS CONCRETE ANCHOR-) •.-EXISTING GLASS -"'7-- �7 - 2"40J, EXISTING CLASS A 18"O.C. I T -{l TO CLASS(SE MK RATAN -1• 1• / -r '�-�•2"MIN. 1 70 rt7.55(SEE _ GN.'SfPARATKXJ CHEDJUE ON SHIM EQ EO O GLASS{SEF 11MAN.SEOARAYM ^ R[AM 4D I i TsclEntAs ort SLEET SCHEDULE ON SHEET 1/16'x3"MAX. ON SHEET 19'OR 11�MCN SHEET � OAND 11 FOR RAM(DATA (6Q63-T6)CONT. BADESO& W SFEET 19 Fat 11 FOR BADE0AW (LOCATE AT i _ BLADES 0&ON SHEET 12 Fat ALUM. CLOSER l j2" ON SLEET 19 FOR ERN R SIDE PLATE. ((LOCATE 1/2•. , aADFSO&� T� BLADES O&( (' AT EiTNER SIDE MIN f OF 5} 1 OF 4 ) I i}USE 1'OR 2'MAX. I 1/2' MIN. - r—� O + esr••------xxx #10.1/2"S.M.S. I I � I ___._- _ (AS APPU )x2'xl/8•x0'-2" /10x1/2• S.M.S_- _ A I6"O.C. 1 ALUMINUM C ANGLE 4 (6063-T6 UY)AT MI gHT J (1),jtoxt/'S.M.S.TO(,1"& - 4 (2)1/4•# ONS ANCHORS TO _ ��n""'' WALL AT O.G. (LOCATE AT • SEEDETAIL CONNECTION (60 V uR �� EITHER E OF6) +�OR (IJ OR t�* I SEE DETAIL X FOR OR ®� TO (RACKS «� «®o}�Q•�a t} SIDE CONNECTION 6•lJ SEE DETAIL X F .6. 7 a 8 1TO TRACKS a,,CC22.�a 6. 7 a 8 10•®e• 100�Q�y1«©•�©•©« SIDE CONNECTION TRACKS �{«�a,F©,r��,,•O«8 ,,tt1��0•�•+ `IO«�«©•®«©•�« �1 O''iy«�•�Q'�a ©•1:J.�a6•�7•®« l••1"® Y!'�©•Vo. ENO CONNECTION DEJIL(l) ENO CONNECTION DETA I (9) T Q JF REONRED ONLY ANS C R THAN 12'-0" f-POURED CONCRETE OR � /- — ^(-EXISTING GLASS / REQUIREDCONCRETE BLOCK WAIL /" GTS MK SEPARATION[ rlo:t/z•S.M. . . TO CLASS(SFX a 16-O.C. �.. LAR SEPARLTIOH Y 1 s'L--_ -- SCFEUUIE ON SI•EET TO GLASS(SEE >1 _ -�OR@OR(DOR Ii rOR BADE(DAM) CCIJGRUE 1/2-MIN. SCHEDULE ON SHEET -- ---- ---- -----�--- -'-- ON SHEET 19 FOR ANCHOR O - M�OaREE-\ CLAMS 0&QAC 12"O.C. � LONFSHEET 14 FOR 4 ! - I�OR�OR�OR� 1 EO a-, rJ BALES 0&(A�. ( _ OR(g 16*O.C. 4�____ 12"ADN_—_ EO �0R(DR�I OR 2"URL 2"MIN ♦ SEE LOJ ATION5 OF�FORRBLADE Iq ON SHEE (•3 OR)• OR'�j OR 1 5 1 4R.®' KLAN z POURED CONCRETE OR OR ®• 1, (7�a{6•{J7 a®a10•Qt'°• °1O°•©•C}«8 i0•Q « .DETAIL X CONCRETE BLOCK WALL DINSTALLATION REQUIRED 100®«©.�©.�a •®«'l„/'�©•©« •-- W HV BLADE OR 6A HV WINDOW BLADE INTO �•®«®•d�«U•®« ®•�«�•���,� CONCRETE OR CONCRETE BLOCK WALL ENO CONNECTION DETAIL Q•®«�•�aQ•�sa ratn"' NECTION (9) FLORIDA BUILD NG CODE Ron High Velocity Hurricane Zone 11tt� I1�'• �+"� 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,INC. ' t ••��J I:Jys ',•• -URTHA HV_ 7M * 3 1L E C Q A1,S, ,A, Accordion Shutter System * : KV, BADE#1 W/CR W/O KY,MWN BADE "^►C : TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems cv H ascalPnou oAu oaAroJ ar: L.c. ,_L?� F1 •t4�11� 1111 x31 36031 St.a..105.mcru(MAIMS,FLOF"3111 Association, Inc. I OLD 75-OSS 7/271 OATS: 07/27/17 - - 1 Phone:(305)071-1510,Fat:—(30S)WI••I531 4266 We9troods Drive 2 '•-'uS/n'1�/As � a=mo1:crtscooeo.co West Polm Beach, FL 33407 s DRAWING No • 6AIAL�S'I/J�Ii 'L4LTCC _0GA. Sf? P.E J 17-107 • •741G'PA''• FLORIDA Lk.A 14167 S P.E. SEAL/SIGNATURE/DATE 1 SttE10 OF 20 SCHEDULE #1 SCHEDULE 2 SCHEDULE 3 MAXIMUM SHUTTER SPAN) '1+" OR "L MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN'c'L+- (ft.). LEGEND • NOTES: (1t.. FOR INSTALLATIONS W ( OR 'L (ft.) FOR CEt1IEBt1(61ES, +� & or(11 ar ( R 'L (ft.) INSTALLATIONS INSTALLATIONS W/(� W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or 0 or or .CEdIEt3 & WJ ONE KY LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. ND LOCK W/NO LOCKING RflOS�or ON£ HV LOCK or or® OR W/ NO LOCKING WALL A, e, C, D, E, M. N, 0, P,O, A.S.D. ES�LOWWABL�pAN�FOO{RO A GIVEN NEGATIVE CENT£RMAI® 28® 29 W/ ONE W/ NO LOCKING RO S DS MOUNTING F, K & L R. S.&V. FQ"i"LOCK 30 VC/TWO LQ®NG (SEE NOTES t.t't) RODS 35 TOP de BOTTOM EE (VALID FOR MOUNTING 1@ (2) PROCEDURE TO DETERNINE'MW IMUM SPAN FOR rA�7�1�T��� SHEET 7) FLOOR/CEILING G. H. I. 17, J T. U.W&X WALL MOUNTINGS(IOP/801TOM)OR FLOOR/CEILING: CONCRETE INSTALLATIONS V CONCRETE&WOOD MOUNTING 1"XIM11 CONCRETE ASO DC54M A.S.D.KVMKW OPTION I A&D.CVW.R INSTALLATIONS GIVEN M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, Pftssu S WALL MOUNTING FLOOR CEIUNO PFu3L4S WALL uWNTING PPUSURC DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. 11ATM M744 PAM ROOK/CESJNG MOUNTING ILO NC h GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, (P...IJ (pu.t) F100R/CELD4G MOUNSING TPOR OR I.m-) {.qt FLoott Atl.uOuvT�NG DETERMINE MAXIMUM SPAN`L-'fR011 SCHEDULE. L 4 (0) L-(E l 4 (4) l-( L 4 (A) t- A 1 4 (� l- 11) 0 MAXIMUM SHUTTER SPAN "L+"OR "L FOR 34 OR LE 16'-O" 14'-0" 16-0' 16'-O' 30 t6'-0' 76`-0' JO i6'-D' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMREO TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 105 pct.AS.D.DESIGN PRESSURE RATING. IAIMUM DETERMINED SPAN BETWEEN 1.+'AND 3 35 14'-10" 14'-10' 35 15'-2' 16'-10' 40 i3'-10" 13'-10' 14'-2` 15'-2' P 40 13'-10' 13'-10' 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPM!FOR _ 45 13'-1' 13'-1' 45 13'-4' 14'-3' HY CORNER CENTERMATE p3 MAY 8E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" T2'-5' 12'-B' 13'-7" So 12'-5" 12'-5" 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS VV/FLOOR/CEILING MOUNTINGS: 55 1V-10" I1'-10" 12'-1" NIZ-1 55 11'-f0" 1t'-10' S5 11'-f' 1i'-t i' SHALL BE AS INDICATED ON MANDATOR(CONDITION Q2 FOR A GIVEN POSITNE�A.S.D.DESIGN PRESSURE 60 if"-4` iY-4' i/'-T 60 _ i1'-4" it'-4'- 60� IO'-2" 10'-I1' NOTE j5,SHEET S. RATING: 65 f0"-f0` 10'-10' 11'-t' -- 65 14'-t0` 10'-10" 65 9'-5' _10'-i" DETERMINE: 70 t0-6" 10"-6' 10-9' 70- 10'-6" 10'-6' 70 6'-9' 9-4' L1+- MAN. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 20'-7" f0'-4' 75 !0'-t" to'-I' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER DISTAL ATIONS. 80 9'-10" 9'-10' Io'-O" 80 W-10" 9'-10 SPAN-L+'OR'i. AND MNOMUM A.S.O.OESWG FOR A GIVEN NEGATK A.&D.DESIGN PRESSURE 85 V-6' V-6' 9'-9' 85 V-6" 9'-6" PRESSURE RATING FOR INSFALIATIONS INTO CONCRETE RATING: 90 9'-3' _V-3' ' " 90 9'-3` 9'-3" OR CONCRETE BLOCK SHALL BE UMRED AS FOLLOWS: DETERMINE: I- CONNEC71ONS TO KEYSTONE MOUNT114C Li � MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 $'-0' $'-9" 9'^2' 9'-t0" 95 4'-O` 8'-9' LIMITED TO +64,-72 P.S.I. AND 8'-0" SPAN, SEE L5-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' W-4' 9'-0' 9'-7' 100 13'-9" W-4` MOUNTING MOON SHEET 7. INSTALLATIONS_ 105 W-7" 7'-11' W-9` 9'-4' 105 W-7' 71-11- 110 8'-4' 7'-7' W-7' 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPM{IS EOUAL 10 THE 115 8'-2' T-J' a'-4' &'-IS" tis 8'-2' 71-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'L1+','L2a", 'Li-AND 'L2-" 120 8'-0" 6'-11' 8'-2' 8'-9' 120 W-0" - •6'-11' (4) GO TO ANCHOR SC-IEOULE WITH FINAL MAXIMUM 125 71-10" 6'-6' (!'-0' 8'-5' 125 7'-10` 6'-8- _ ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8' 6"-5' T-10' B'-1' 130 7'-6' 6'-S" MiNiMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' r-1 7'-9' T-9' 135,.. 7'-7- 6'-2- WIND ZONE SPACING. 140 r-5` 5'-7' 7'-6' 140 7'-5' 5'-u" ASTM E-1996 SEPARATION 145 7'-3` 7'-S' 7'-3" 145 T-J'- 5'-9' TO GLASS 150 7'-2' T-4' T-0' 450 7'-2" W-7" _ 155 7-0' 7'-2' 6'-9' 155 7'-0' 5'-5' 1 THRU 3 160 6'-11' 7'-1' W-7" 150 6'-•t" V-2` 165 6'-10' T-0' 6'-4' 165 6'-10' 5'-V ' . 770 V-9' 6'-It' W-2' 17O 6'-9' 4'-11" - 175 W-7" V-9' 1 W-9' 6'-0' 175 1 6'-7' 4'-9" 180 .W-6' V-8' V-8' W-10' 180 6'-6- 4'-8- H Y BLADE 185 6'-5' 4'-6' 6'-7• 5'-8' 185 6'-5" 4'-6' _190_ 6"—d' 4'-5" 6'-6' 5'-6' 190 6'-4' V-5' r 795 - 6'-3' 4'-J" 6'-5' 5'-5' 195 _ 6'-3"� 200 6'-2 4'-2' 6'-4' S'-3' 200 6'-2' 4'-2` 205 . 4-V 6'-J' 205 Zone[L{� � BUILDING , } (Non High Velocity U(riCdDB A''Q�r •• rte'" 02017 LRTECO,INC. ®42017 EASTERN METAL SUPPLY,INC. acENSi � BEIRTHA II TM :C ��a'a—"�� A s + Accordion Shutter System � V 1 M c. ■ ■ ■ ■ FEV. BLADE#1 W(_OR W10 FLY,WINDOW BLADE American Shutter Systems '• 'Ni tJb' TILLIi TESTING'& ENGINEERING COMPANY y EV. DESCRIPaaR DATE DRAWN 6Y:L,tta'7. L.G. A r itti" 6336 N.W. QA St,SI..IDS.wICM CAROCK.ngaw 331E 26Association,Wesrood Inc.Dri1 OLD is-06s 7J27 7 TIME; OTJ27J77 Pea..:(305)671-1530.F,.:(305)671-1131 4268 Westroads Drive 2 DRAWING No �s`r10ttAt t+{ wAurto-0R A 006,it8.iP.E. Wes( °atm Beach. Fl 33407 17-107 rLOR1M tit.1 44167 5 SHEET -- P.E. 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(Nin, t'c-3 m) AuCHO((g SPACING LEGEND - 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRISMED BY ALL POINTS SCREW,BOLT&SPECIALTY COUPANY. (Mtn.I'c-3 161) (B) BMW NEWNE ppFSgNE OMNI S0, _ -FRYING X 910N0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1'O-2 kel) 30140160 75 90 f20 I6a 105 JO 40 60 75 90 !20 I60 205 30 40 00 75 90 120 166 20S TAPCOM OR - 1/4'0 TAPPER+ANC1tOR5 AS MANUFACTURED By POWERS FASTENERS.INC.,AND INST"LI ED BY ALL POWYS SCREW,BOLT•&SPECIALTY TAPCON WITH ADVANCED LONPANY•OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED'WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 2 10 9 a e 6 55 tl 2 1 e a 14 12 to a e a THREADFORM TECHNOLOGY (Min.Fc-3 ks)) - 3'-0' 14 )2 70 a 8 8 It 14 17 10 0 a 8 6 6 14 12 10 9 a 5 6 6 ALL POINTS SOLID-SET LESSOR 14 12 10 0 e 8 5 6 14 12 10 9 B E 6 6 14 12 10 D 8 8 8 5 BLUE TAP W/CAP NOTES: 14 t2 SO 9 a 6 6 7 14 12 10 9 8 6 8 6 14 $2 10 9 B a 8 a TAPPER+ A.1)WMI4UM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TNRFAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 1211019 8 7 S5 3S 14 52 10 9 8 8 6 6 14 12 i0 9 B 6 d 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS R 1 1/2'. 14 12 t0 9 IT 6 6 6 14 12 t0 9 8 8 0 6 1♦ 12 10 9 8 a 0 SS 14 i2 l0 0 a 8 6 4 14 12 to 9 6 8 0 4.5 74 12 70 9 8 6 4 Js A.2)MONITORY!EMBEDMENT OF 1/4'0 x J/4'ALL POWIS SOLID-SET ANCHORS S1NAL.L BE 7/B'tM0 THE POURED CONCRETE.NO EMBEDMENT 14 12 f0 0 6 8 a 4.5 N 12 10 9 a a 6 5.5 14 12 10 9 6 6 a 4S 9NY0 STUCCO SHRILL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL 1K 1 1/r LONG MINIMUM SHOULD STUCCO 14 t2 70 9 7S SS 3.5 - 14 12 10 9 a a 6 5 14 12 70 9 a 7 31 4 4 SEE U9LT,71MH9 a V5E To- Sag.AND I'M WfU UM FOR WALLS WITH NO STUCCO. t; 12 t0 9 8 8 d 6 t4 17 to 9 6 8 0 S5 14 12 10 0 6 e 0 4.5 N (u�ON 6H4',t 19 [6-0- 7 74 32 10 9 $ 7 4 - 14 12 10 9 $ 0.5 5 &5 14 12 TO 8 6.5 5 3.33 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, f2 40 9T.5 F.S - f4 12 10 9 8 a 0 4.S t4 12 SO a 8 a 4.i .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE LWN STRUCTURE 80"SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 i2 9S 7S e.S 4.5 - - 14 T2 10 9 a 7S is 4 74 t2 10 s 8 s to 3.S NOTES At)&AL2)ABOVE.FOR INSTALLATIONS ON VINYL SOOK;OR EiFS MIN OR WITHOUT META,STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 98 8 6 - 14 12 709 aad 5 14 12 10 9 8 6.5 5 3S IN53ALATWN INTO EMFS W71Ti lAETAL STUDS SEE SHEET 2O. t4 12 10 9 .6 &5 3 - 1♦ 12 to 0.5 7 5S t 3 14 12 8 6.3 5.b 4 ! -ti /2 10 98 6 - - 14 12 l0 9 d 6.S } 75 14 12 10 6.S 8 S 4 - (8) TO EXISITNC COINCREfE BLOCK:(ASTM C-90) if f2 8 d.5 5.} 3 - - i4 12 t0 9 a 8.5 43 J.S14 12 i0 6 7 S 3S 3 - ifi'0 TAPCON OR TAPCON W(M ADVANCED TNREAW'ORN IECFNOLOCY ANCMbRS,AS MANUFACTURED B(I.T.W.BUILOEX. 14 f2 f0 9 8 0 - - i4 12 70 9 6 7 S 4 14 12 70 0 7S b.s 4 3 1f4'0 x 3f#'ALL POitiTS 5000-SET ANCHORS,AS DISTRIBUTED BY ALL POOMS SCREW.BOLT&SPECIALTY COMPANY. 7_0 14 1210 6 0-} 4 - ^ 14 12 9 7S 6 4S JS - 14 10.5 7 55 4.5 a5 - - /40 BLUE TM CONGINEIE ANCHORS W/CAA AS MANIlFACiLiRED 13F FLORIDA FASTENERS DIRECT,R&12 10 0 7S 5.5 4 - f4 12 9 7 7.S 4.S - - - 1/4Y TAPPERS ANCHORS AS WMWA:CTURED BY POWERS FASTENERS.INC,.AND-WWRI&REO SY ALL POINTS SCREW,BOLT&SPECALTY CMYPAW OR ANY OTHER APPROVED LICENSED OR AUTHOR12ED VENDOR REGISTERED W1M THE AMERXAN$1RRTER SYSTEMS ASSOCIATION.INC, 14 It 7 55 4.5 - - - 14 12 10 9 7S 5S 4 - 14 12 9 7 6 4.5 3 - S4 12 109t2 to 9 6 8 4 - it X12 10 a 6.5 56NOTES:i4 12 85 7 5.5 3 - - is 12 6 6S S.5 4 3 - 2S 9.5 6 1 S 4 J - - B.I)MINO"EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS ARD TAPPER+ANCHORS t5 1 1/4'AHD IAPCON t4 12 9S 7S 6 - - t4 12 9S a 6,5 5 - - 14 12 8 6 6.5 4 - WfTH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'• 13 9.5 5S S 3.5 - - - 14 12 10 $ 6,5 5 - - 14 12 a 6S 5 t - -O' 14 12 t0 9 6 - - - 14 11 t0 D 7.i l-} - - 14 12 Oa 7 5.5 4 - - B,2)MINIMUM EMBEDMENT CF 1/4'f x 3/4'ALL POINTS SOUR-SET ANCHORS SiWi.BE EFfiRELY FINBEDOEO IMO THE CONCRETE BLOCK.NO tiSZ54 - - - 14 14 7 5.S S AS - 11 8 5.6 4.5 3,5 - - - EMBEDMENT IMO STUCCO SHALL BE PERMITTED. 1/4'0-24 S.S,MACHINE SCREW USED SINAL BE i t/2"LOiia MINIMUM SHOUIO STUCCO 14 12 8 6.5 4.5 - - 14 i2 8.5 7 5.5 4 74 10.5 5.5 6 4S - - EX15T.AND 1'MINIMUM FOR WALLS WITH NO STUCCO, I &b 55 4 - - - t4 12 9 7 6 4.5 - - it it 7 5S 4S 3.5 - lo'-O" tt f2 f0 9 7.S - - - 14'1 to 8 6.5 5 - _ 14 12 8 6 5 4 _ _ 8.3)aN CASE THAT PRECAST STOW.PRECAST CCNCREJE PANELS,PAVERS OR ANY VENEER BE FOUND ON ME DUSTING WALL ON FLOOR. 14 1 2 7 5 J.5 - - - 13 9.i 0.6 5 4 ] - - 10 2S } 4 3 - ANCHORS SINAL BE LONG ENOUGH TO REACH TRE AWN STRUCTURE BERND SAID WALL FOMHES.ANCHORAGE SHALL BE AS INDICATED ON 14 it 7.5 5.3 - - 14 11.5 9 8 5 4 - - 10 9.5 a 5 4 4 - NOTES 9.1)&8.2)ABOVE.FOR ONSTALATIONS ON VINYL SONG OR EIFS'WMI OR WITHOUT METAL STUDS CONSULT THIS ENGINEER OS 6 5 - 11 12 a 6A 5.5 4 - - 13 Ho 8.5 S t J - - FOR INSTALLATION IMO ETFS WITH METAL STUDS SEE SHEET 20. !1,-0' 14 12 10 - - - - U 12 9 7 6 4.5 - 14 10.5 7 5A 4.5 Ji5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 1HE ANCHOR'S MANUFACTURER. 12.5 9.5 S - 6 <.S t 3 - - 9 7 t.S 3.5 3 - f4 IO• 7 - - - ^• 14 10.3'7 55 4.5 - - tS a.s 55 4.5 75 - - - (0) SEE SCHEDULE BELOW FOR EDGE QISIANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR AAMHORS. 9.5 7 4.5 - - - - 14 11.5 7.5 6 5 - - 17 9 6 4.5 4 - - FD• DIaTANGE YER41� PAGING RC EbULE FOR ANCHORS: - 12'-0' N 12 To - - - - t4 t2 a 8.5 i.a - - - t to 6.5 5 4 DGE d tt.5 8S 4.5 - - - - 71 a 55 4 a5 - - 8 5 4 3 - - - - MAt0NUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES$LlNCA7E0 BELOW.FOR E.O.NESS THAN TIE NGCAEO.REDUCE ANCHOR SPAC{Ha i3.6 9.5 6 - - - 13 9.5 6S 5 4 - - OS 6 S 4 - - - - BY MULTIFLYING SPACING SHOWN Oil SCHEDULE BY THE FOLLOWING FAGFORS. IT - - 14 to.5 7 S.5 4S - - - ii $.5 5 4.5 3.5 - - - REOVCEO SPACNO OBTAINED USING FACTOR SHALL NOT BE LE55 TWIN MINORUM SPAC114G 61DICATED FOR UCH ANCHOR TYPE 13•_0. 14 t2 - - _ _ _ - 14 Its 75 6 s - _ - 17 •s a 4,5 4 - _ - FACTOR Nos e - - to 7.s 5 4 J - - 7.5 9.5 4 -3 - EDGE TAPCDN CTUALTAPCON Wfii ADVANCED Pll palM SOLID SET BLUE TAP W/CAP TAPPER + 2.5 AS - - - - $22 6 4.5 4 - 9.S 7 S 4 - - - - t)HV QLADIE ORDH'TANCE THREADFORM TECHNOLOGY AT SPACING e - - - - - - a.5 5 - - - - os 7.5 } 4 - - :- E.D. WN.SPACING 3' AN.SPACING-3' MIT.SPACING-3 1/T MN.SPACING-J' J 3/4• 4to-o' 14 12 - - - - _ - 7 5.5 - - - - it as 5S i.5 - - D PouaED eaNCRESE& FUEL lE CDHEFatE BL00I POURED CONCRETE& POURED CONCRETE&PORYD OGNCFEfE CONCRETE ROON t0 7.5 - - t.5 3S - - 7 a 35 .3 CONCLOCKftt EQ.3 tfY MR EQ.2 IjY CONCRETE BLOCK CONCRETE BLOCK U,M C0.+3 1/2' EQ•21/Y A 6 _ _ _ .. Sb S - - - - 9 6S 48 - _ _ _ _ illi EQ.Y 111E EU-.3 1 MUL Ea-S 6 - - - - 95 7 44 - - - - - 3' i.0 0.90 1.0 0.78 1.0 3.5 t0 a,b - - - _ - 0.5 a 5 - - - - �LAI�E 1NORKiNG 2 t/2* _ 0.81 Lo - _ 0.67 8.6 6.5 4 - - - - a5 5 3 - - - - IN UNISON ♦ - /0 0.5 $ 5 - - - 8.5 6 4 _ _ _ 2' .� _0.71 _ •-__ 0.51 1S&S S.S - 9 &5 a.5 _ _ _ _ _ 1 3/4' 0.91 - - - 0.43 . 2. 9.5 6 - - - - - 10 7.5 5 - - - _ ... _. 6 e t t 2• Das FLORIDA BUILDING CODE(Mon'H;h Velocity Hurricane Zone 9.S - - - 9S 7 S _ _ _ _ e 6 4 - -44- - 9 till'. `` K A. T/ �� 02017 T53ECO,INC. m20t7 EASTERN METAL SUPPLY.INC. `STMT M4 '•\iGEry 4��' BERTHA VTM s "� Accordion Shutter System A■ ■ ■A ■ KY:BLOC£#1 w/DR w/o Ku VANM MAX ? American Shutter Systems IM H 1E119UTIO, DAIS I DRAWN BY: I.C. Gi l� TllttT TESTING k'ENGINEERING COMPANY Association, Inc. H OLD 15-_085 37127/11 DANE: 07/27j17 Q 7 I a35S t#W,Stu.54 VA.305,NROM CAROM.FLORIDA 1318 4268 Westroads Drive x ---••�- - Phan.:(3a3)671-7530.F..:(305)871-1531 DRAWING No �`sr�RioA , ti� 44 .-.o-,:nnaoa.oL<on West Palm Beach, 7L 33407 3 _ WALTER AEB-OLIILLL6R Jr.P.E.I'gS -- - 17-107 t9gff DATe FLORIDA U.4 44167 4 �._ SHEET OF 20 r • , MAXIMUM ANCHOR" SPACING (j , 3QJ 0 1 F FOR A GIVEN MAX, SHUTTER SPAN A,,c_•0 DESIGN NEM PR SRF MUG AND A CORI EM3,1 DIN�t�(�tTING TYPE fOR_GD�CREFE OR CONI"; M BLOCK INSTALLATIONS (SFE NgR1NNGa L J,a i L ON SHEET 7) POURED CONCRETE POURW TEMONCRIM 11LOCK ANCHORS SPACING LEGEND 1 WAtJa OVE73 8 1 TAEI4CN QRAINGUARD MOUNTING (8)WALL/FLOOR MOUNTING 1QWKL/WALK OM MOUNTING TAPCON OR SPAN "DEM aE4aTAS PFESSLPE RAtF#(aoAso ef.S6N LECA K POWIRE ROW W 5n DORM N:WK PFCO d.RAL41(WAs&usm RECEIVE THEM Rt7H.(PN TAPCON WITH ADVANCED (51 30140160176 190 1120 760 205 30 40 60 1519011201160 205 30140160173 90 120 760 105 30 40 60 73 910 120 tb0 203 THREADFORM TECHNOLOGY /. 1z B a a 1 1 12 7 a 7 T 7 T a 5 s ALL POINTS SOLID-SET 3'-O' 14 12 fo 9 e e a a 12 12 12 12 12 12 94 7 7 7 7 7 7 7 7 7 3 s 5 s 5 s 6 s BLUE TAP OR Liss 14 12 10 9 a 8 6 8 12 12 12 12 as 8 8 4.S 7 7 ) 7 7 7 7 &S 5 5 5 5 3 S 5 S 14 i2 SO 9 a a s 8 12 12 12 12 12 10 7.11 6 7- 7 7 7 7 7 7 7 3 S a 5 3 S 5 S TAPPER+ 14112 10 9 8 a 8 a 12 12 12 12 IS 8S 0.6 S 7 7 7 7 7 7 5.5 4 S S 5 S 3 5 8 4 4'^0' 14 12 t0 9 8 8 8 6 12 12 12 12 i2 43 7 SS 7 7 T 7 7 7 7 7 S 3 a 5 5 S 3 3 14 12 t0 9 a a 6 6 t2 12 12 93 tl a 4.S 34 7 7 ? T 7 7 8,5 5 a S 6 5 5 5 5 5 14 12 10 9 a a a 5 12 12 12 12 10 7.5 S.S 4 7 7 7 7 7 7 7 5S 3 3 5 3 3 5 5 S 14 i2 f0 0 0 8 6 8 12 12 I2 11 9 7 3 4 7 7 T 7 7 113 4 3 3 5 5 S 5 3 4 3 5'-0" i4 12 to 9 6 a 6 6 12 12 12 12 10 7.5 aS 4 7 7 7 7 7 7 7 7 5 5 3 5 5 S 5 5 14 t2 10 9 8 e 6 8 12 12 9S 7.5 8 L5 X5 - 7 7 7 7 7 7 5 3.5 3 3 6 5 a S S 4 it 1: To 9 a a E a u i2 12 9.s a a 4.3 - T 7 7 T 7 7 3.s 4 s s s x 5 3 3 4 * SEE ANCHOR I4 12 10 9 8 a 6 6 12 12 1.5 9 7.5 113 4 3 7 7 7 7 T 4.513.5 - S 5 5 5 5.4.5 3.5 - SPECIFICATIONS 6'-0' 14 12 lo' .e a B a a 12 1x I2 to fl s as 3.5 7 7 7 7 7 7 7 7 5 5 s- s s s 3 3 ON SHEET 13 14 1x 10 9 6 a_ 6 a 12 12 B a s 4 3 2 7 1 7 r 6s 4 - a s s s s s 4 s` 74 52 70 4 B fl 6 6 1x 12 10 a BS 5 .73 - 7 7 7 7 7 e 4.5 - 6 S S 5 S ! 4,5 - /4 12 70 9 8 a 8 6 /2 12 10 a 115 S 3.5 - 7 7 7 eS SS 4 - 5 S S 3 5 4 S 7•-D- 74 !1 f0 9 8 8 a 6 12 12 12 63 7 3 4 3 7 7 T 7 7 7 T b S 5 5 S 5 5 14 Ift 110 19 Is ja 8 a 12 10 6.5 5 LSt3 » - 7 7 7 7 6.3 S 3 3 3 3 3 5 5 3.3 3 14 11 to 9 S. 6 e a 12 a es 7 sa 4 - - 7 7 7 7 7 3 - - s s s s s s s - 8 VALID ONLY FOR U? TO +70, -75 14 a to e a e 6 - 12 ix es T as 4 3 - 1 T 7 ass 3 - a s 3 s ws 3.5 - - PSF A.S.O DESIGN PRESSURE 14 1x l0 9 a a a - r2 12 0.5 7.s 6 4.5 3s - 7 7 7 7 7 7 1 4` 5 s 3 s s 5 s s RAPING & FOR SPANS PER 14 12 10 9 a 8 6 - 12 9 6 4.s 4 3 - - 7 7 7 7 s.5 4 - - 5 s 3 s 3 4' 3 - SCHEDULE ;3, SHEET T 1 14 12 10 9 a 8 6 - 12 It 7.5 a sP.751- - 7 7 1 LS a 4.5 - - 5 5 x 6 5 4.3 - - 14 12 10 9 a e - - 12 1.5 7.11 e s as_ - - r 7 6.6 s 4 - - - 5 3 s s 4, 3 - -_ 14 12 70 9 8 0 - - 12 12 9.6 0.S S.5 4 3 -177 7 7 ) 7 7 8 J 3 6 S S 5 3 5 5 1 4 t2 10 OS 8 5 4 3.5 - - - 7 7 7 a 5 3.51- - 5 3 5_5 5 4 3 14 12 10 4 8 8 - 12 10 0.S 3 4.5 - 7 7 7 65 5.5 - - - 5 S 5 S 5 4 74 12 f0 4 a 8 - 12 10.6 T SS 4.3 35 - 7 7 3.5 4.5 115 - - - 5 5 5 4.5 3.5 - - - _ 70�-D' 12 It a.3 8 5 JS ^ - ? 7 7 7 T 7 4S - S S S 3 S 5 5 4.5 1{ 17 Ip a 8 8 - 9.S 7 4.5 3.5 3 - 1 7 7 3.5 4.S - - - ! s S S ♦.5 J5 - - la 12 9 16 5 / - 7 7 7 a S - - S 6 ! 4-5 3 - - t4 12 9.5 16 S 4 3 - - 7 7 5 4 3 - - - 3 3 5 4 3.5 - - - )T'-0' 12 10 7 SS 4S 3b - - 7 7 7 T 7 7 3,5 - S 5 S S S S 5 i 1, 1i ,p 9 a a - _ es 11543.53 75. 4 - - 3 3 5 .3 4 3 - (� HV BLADE ONLY tt a sa 4 - - - - 7 7 7 5 4A - s s s 5 4.3 - [41. - u 1r I6 9 a - - - is as a.a 4s 3.6 - - - T 7 43 3s - - - - s 1 116 3 - - 12'-0' 9.5 5.5 5 4 3 - - 7 7 ) 7 7 8 3 - 5 S 5 S 5 3 3.5 i4 12 11019 8 - 8 6 4 S 7 7 5.5 4.5 3.5 - - - S S S 4.5 4 "3 - 14 li t0 9 8 - 10 7S S 4 - 1 7 6 S - - - - 5 5 5 S 4 -14 Il IO 9 0 - - - 0.5 8 5 4 3.5 - - 7 6.5 4.5 3.5 - - - - 3 S 43 3S 313'-a'11 it f0 9 B - - - 1.5 6S 6 43 3.S 3 - 7 ) 7 1 7 t5 - - 5 5 S S S 5 J.S ti i2 70 9 B 1 5.5 3.5 J - - - - 7 7 5 4 3 - - - 5 5 5 4 314 12 10- 9 8 - - 9 7 4.6 73 » - 7 7 55 4S - - - - S 5 S 4S 412 f0 9 - - - - 10 7S 5 4 3 - - - 7 6 4 3 - 3 5 4 3 - - - , 14 12 10 I9 - 10.5 8 5.5 4 S.5 - - - 1 7 7 1 1 7 14 - - S 5 3 S 5 S 4 J - 1413 10 9 - 5.6 S J - 7 7 S aS - - - S 5 S 4 - - - 14 11 70 '8 - - - = &5 6.5 4 - - - - 7 7 S 4 - - - - 5 5 6 4 - 14 13 10 - - 9 7 4.5 Ss 3 - 7 3.3 113 - - - - - 5 S 3S 3 - - I4 12 110 _ - - - - t0 TS 5 4 J - - - 7 7 7 7 7 35 - - 5 5 5 5 S S 4` J 14 !2 f0• - 8 4.3 3 - 1 7 4.5 3 - - - - 5 3 4.5 3.5 - - - - - - 14 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - - - - 5 S S 4 - - - 14 17 10 - 8.3 B.5 { S.5 - - - 7 3.5 3.5 - - _ 3 5 3.5 - - - - - 16-0" 3 - -r. - 7 7 7 7 8 3 - 3 -S S S S 4.5 3.5 14 12 70 - - - - - 8 i.5 3 - - - - 1 aS 4 - T4 i2,to - - - - - 711 5s .7s - - - 7 A = - - I- 15 13 14.51- - - - - I FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone •i1/11_ ............ .. r/T eY 02017 EASTERN METAL SUPPLY,INC. 02017 iRIECO,INC. a V :�\PvEN,F., a.�,_` - BERTHA HVTM 1/ LrEC0 ,...\ AnS,S,A■ Accordion Shutter System KV.BLADE#1 W/OR W/O KV.WDW 11.210E 1 * American Shutter Systems My.N DFSCRT711ON DAIS ORAWN BY. LC, L Assoclotlon, Inc. I OLD 1s-Cos 7/z7 i DAIE. -o7/z7/» TILIT TESTING & ENGINEERING COMPANY 6353 k.N.361.1St„6b:335.WCOM WOOM nOP40A.331 PAon,:(305)871-1530,ro.:(333)871-1531 4268 Westroods Drive 2 RAW DING No 4."S"'•:;t�,.4C„�`,.•'T�� Il s-mou:ORacoOam.aom West Palm Beach, FL 33407 3-DO +� */0'YA�•F �t1j1111 NALICR k TILUT7 Jr.P.C. 4 r i U7 FLORIDA tK.1 44167 5 SHEET P.E. SIGNAYURE/DATE" 6 14 OF 20 • FMW�GENERAL-Llu(rAMOM AND CONN iTONS oFORIN flE81 1.MAX A.S.O.DESIGN PRESSURE RAT94+110,— 110 _ 7.W1. SHUTTER SPAN:96- T. 3.ALLOWED NOUNTNGS:A.D.O&H ON SHEETS 0, 7.AS WELL AS 3 MOUNTINGS;U.O•T.U&W ON SHEETS 16&17. , L4� S Y COFTQtO.A7E5 ( D MIN 61) OR W/ 4 tAYd1f N CASSE OF O NO 004 n e, UST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF .16 n 1 E m,.EA.END a A ! ": 5.(A)HV WINDOW BLADE 1J'SHALL ONLY ALLOW A MAXBROA OF 5 OPENINGS (3Y HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8)MIN.CLEARANCE FRT_y TOP OR DOTCO4 EDGE OF MY MNCOW BLADE TQ MAX.5 WIDOWS. » • • " OF ANY 3'0 HOLE FOR![y SMALL BE 12'. ALLOWED 717 HY " WINDOW BLADE @ (C)f7RST OR T(RADE COMING OUT(ROM STARTERS AT ENDS MAY BE FN ` WIN BIADE 1/ (0)1N WINDOW BLADE ti'.7'MUST BE USED ALTERNATE TO A SOLID rW BIAOE( THROUGHOUT SHUTTER'S WIDTH. (E) TES SI VII ALWAYS @E kGTN1E0 t1)IACENT TO A SOLID HN .o s s / s 'ar BLADE 1 AT EHHER SIDE OF THETA. I gg� } E (F)POLYCARBONATE IN WNOOAC 0+SHALL BE INSTAllEO 50 TT;Aj TABS FACE SEE END - NTE WTER'OOR OF THE OPENING eUM PROIECTED.NY WINDOW L4l:yD MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING A IP/SETTING TOOL pROVW 8Y ASSA DETAILS ON SHEETS tl "" "/ !A'C. FULL HEIGHT. 6, 1 ) BUILDINGS ON SHEET SPACING IDS.AS LLW0FDFBY SPAN ANO DESIGN WO(SEE MOMS z P P 1 &2 ABOVE). C ,^ 7.SEE ANCHOR SPACING SCHEDULE FOR NSTAILATIM INTO POURED CONCRETE OR CO faME BLOCK WALL ON SHEETS 12& 13 AS UNITED BY �—LLL ill ILL, It lk-JL.41 It SPAN AND DESIGN LOAD(SEE NOTES 1 At 2 ADOYE). LLUU44 B.MLNMUM SEPARATION TO M"SCHEgtE,PER ASTM F-1996: (SEE PLAN FOR REQUIREMENTS) D H \'-S J TYP TOP&80TTOM (y/� Z pR: •gq �+�>i WIND ZONE UINiMUM SEPARATKI4 TO GLASS -- - - -- " ---UNLIMITED WIOTH--•------ - , 7HRU 3 1' fi fVAT10NCLASS MN.SEPARNON TD — EkSiING 4T755 -. SEE SCt3.ONE CN SHEEC ii ✓3tAtE - 6.25' AND ON THIS STET FOR BIAOF:Q&�. R ONLY) • IL•� TYP. SYMM RILL CENTERMATES 21 Ig4 / W/2 OR AND W/0�,tafN07E 4 AEW£) J `PLAN 1i - ` 4'"?25 TYPICAL ( ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER Ti�''FFAA FLORIDA BUILDING CODE{Non Niyn Velocity Hurricane Zane 1!! �'+ ;••'••"•••'• 1/ .02017 PLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H1VnA A.S.S.A. " 'ILC?EAG• Accordion Shutter System * * KV. R"#t W/OR WO H.V.WNDON MA E �''•{� T American Shutter Systems .IIDESCRIPTM DATE DRAWN BH L.C. 1/1 :Q IkUT TESTING & ENGINEERING COMPANY EE, Association, (na. 6355 76tHI CID 1s-085 D7/2711 DATE: 07/27/,7 w©�•.��' (` N.W. .51..Sla.705.WRGNN CARCMS.FttR�CA 3318 — n�• PRone:(303)871-1530.FOA:(305)871-1531 4268 WestrF3ads DfiYO• 2 DRAIVIYG No ............ c\�i't a-mau Ille-0ovsom West PDIm t3eoctT. Fl. 33407 3 tY7 EB-0006719` s 17-1 V! ..•••• WALTER A TI:LIT:.P.E _-_.. P.E. SEAL/SIGNATURE/DATE FLORDA Lia./44167 5 SHEE OF 20