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HomeMy WebLinkAboutPRODUCT APPROVALI) 414/2019 Florida Building Code Or Rom_, BOS Home I Log In I User RegMmtion I Hot Topl¢ I Submit Surcharge '., Stats & Facts '., Publications Contact Us I aci5 Site Map Links ,Search ?ji Product Approval USER: Public User ProduC Aproval Menu>Product or App±.tian Search> Application Jie Application Detail FL # FL389-119 °SG I%EV Application Type Revision cpp pBY St. Code Version 2017 Lucie Co +. " ll�� u�(v Application Status Approved Comments Archived u Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-6263 bfeeley@easternmetal.com ('i File Copy Authorized Signature Bill Feeley lrodr-iguez@easternmetal.com Technical Representative Address/Phone/Email REVIEWED FOR Quality Assurance Representative CODE COMPLIANCE V6 Address/Phone/Email a7 ST. LUCIE COON Category Shutters BOCC p,IY Subcategory Accordion V /if "FFloririida Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer iL Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ice' Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,-INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE. PDF FL369 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) 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:l/floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 ` Florida Building Code On i 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 FL # I Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-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. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 08 PRODUCT EVALUATION REPORT PDI Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, IS and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 1 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Floritla is an AA/EEO employer. Lop ylight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not Send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the 0¢partment with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick tiere . Product Approval Accepts: ® = ® MFxY M https://Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 i N RA NOTES: 1. EMMA HMV. ACCORDON SHUTTER SYSTEM SHOWN ON THIS PRODUCT flALWTION W,,WM (P.E.O.) HAS BEEN VERIFIED FOR COMPLLWCE IN AK.'CO.NDANCE WON THE 2D17 loth EDITION) OF ME FLOROA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHILL NOT BE INSTALLED AT HIGH VELOatt MURIOUNE SIGHTS. DESIGN WIND L040S SMLL BE OEERIIIni1 AS FM SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REWRED BY ME NRISDGTION WHERE SNNTM VIAL BC NSMP -ED YAM A OIRERIONNIIY FAC10R KO-O.". USING ASCE 7-10 MD SHINL NOT UCEED ME A+AYIYUAi (ASIDE) DESIGN PRESSURE MHOS MGM ON SHEETS 11 MRU 15. 19 & 2a IN ORDER TO YTRIFY ME ABOVE CONDITION- ULTIMATE DESIGN MLR) LGDS DETERMINED PER ASCE 7-10 31011 BE FIRST REDUCED TO A5.0. DESIGN N1ND LOADS BY MULTIPLYING THEM BY OX IN ORDRTO COMPARE MESE W/ MAX. (&SO) DESIGN PRESSURE RATINGS INOIGIED ON SHEETS It THOU 15. 19 & 20. IN ORDER TO 9EAIFY THAT GOMPWEM6 AND µ[HORS ON THIS P.C.D.. µ TESTED, WERE NOT OVER STRESSED. A W N INCREASE IN ALLOINMIE STRESS FOR IM, tOADs WAS = USED IN MEW A YSIS. HOWEV R, A MIND WRAVON FACTOR CO-1.60 WAS USED FOR VRIHGTIDN OF FASMNERS IN WOOD, BEAMe, KV. ACCORDION SUTLER SISTEM'S ADEOtMICY MR RAND AND LARGE u,cc. F IMPACT EGAD HAS BEEN V,00, IN nMR,,, E W(M SECTION 1N,.1.2 M ME ABOVE MENTIONED CODE AS PLR An MORIS -HV GLIDE 0 10214.01-0. /071501-03. 0004.01-05. 0121441-05. /0517.02-06. 110 09.01-10 AND (0210.01-11 AS PER LAS-201, TAS-202 MD TAS-203 PROTOCOLS AND ASTM E-1686 AND E-1990 STANDARDS (USSIE LEVF1 0. WIND ZONES 1. 2 & 3) & 11220,01-10 AS PER Tµ EDT, 11 & 211 PROTOCOLS WtGE MISSILE -W WINDOW BLADE 6 110505.01-09 M PER ASTM E-1886 AND E-1196 (MISSILE LEE D, WIND ZONES 1. 2, 3) DMIC PROTECTION ONLY AND / W25.01-88 AS PER TAS 202 PROTOCOL 2. W BLADE (DAND W WINDOW BLADE 6 ACE ENGINEERED TO WORN N UNISON WITH EACH OTHER UNOM ME DENTIN. WATATIONS ANO CONDITIONS OF USE IN DI ON SHM 19 3. BERTHA KV. ACCRRDON PENS (MY SCREWS). USED AT INADE5 KNIICfIE AND FOR DIRECT 101147 CONNECTION. TO TRAMS SMALL BE 114.2.75' ANTI /14a1.75- RESECTNELY. 410-HT MN SLNMESS STEEL SCREWS WITH 135.0 tet WELD STRENGTH AND IN W TENSILE STNEOTI4 PUNS SMALL BE CGIED WITH BERRM Hy MCROSHIED COARVG SYSTEM µ MANUFACNRED 8YWUM SERIES APPROVED, IPPMGi0fl5. REGISTERED WON A MOIU` SHUTIM SYSTEMS AS50GLAMM. PINS MUST BEAR ME W MARNNG ON THEIR HEAD. 4, ALL ALUMINUM CMUMONS SHALL BE ALUMINUM AAOCMTION ALLOY AND TEUPER M INOICAIED W SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 Mal AND 35.7 W FOR 6005-75 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 3M OR 316 NS SERIES OR CORRCSION RESISTANT COATED CARBON STEEL AS PW ON 50M8 WT, 50 Ml MIN. WELD STRENGTH µD 10 TIT YIN. TENSILE STRENGTH. AND SIMLL COMPLY W/ FLORIDA WID:NG WOE SECTION 2411.3,3A. 6. SOUR TO BE ASIM A-307 GLVµBED SEE" OR AS! 304 OR 316 SERIES SIANUESS STEEL ROM 35 W MINIMUM WELD SToMGN. 7. SEE THE FOLLDWUNG SHEER FOR ANCHOR SECIFIGTONS W &AGE 0 1 IL13,14,15 ANTI 20 HV BUDE 0 & 6 WORKING IN UNISON: IL 13 & 15 A MIS BERTHA KV. ACCORDION SHUTTER SYSTEM BURS A U.S. PATENT /6.779,582. COMPONENTS OF THIS APPROVAL ARE Cd M. IN "CLE OR IN PART BY U.S. PATEN /5'45SA79 ISSUED TO EASTERN METAL SUPPLY. THE. B. R SMALL BE ME RESPONSIBILITY OF ME CONTRACTOR Ta VEHIfY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER µCWPUGC CONTRACTOR TO SEA/CAULK ALL SHUTTER COMPONENT EWES WHICH RICAIN. THRU FABTEM ED IN CONTINUOUS CCMACT WIN ME BUVOI NC TO PRE'NT RAND/RAM INMUSON. 10. GM UNIT NU51 BEM F-ERMµENT LABEL IN A VISIBLE PEACE MM WNMWG NOTE WRMG KAW9 OF HURRICANE WARNIN B NOW OAHER, m4WT. OR OTHERS, MUST PROPMY CLDSE ALL W AND HO CEIIERMwTE6 AND ENGAGE OR LOCK ALL W AND ND LOGICS. 11. SHUTTER MANUFACMRR'S LABEL SHALL BE LOMiEO ON A READILY NSBIE LGGRON AT ACCORDION SHUTTER IN ACCOROµCE WITH SECTOR 1709.9.3 OF FLORIDA BLRLI MG CODE. WE LIBEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORID BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WYM SECS INDICTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REWLAIONS PROVIDED BY ME .1mooDIGMION WHERE PERMIT IS APPUED M. 13. (e) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR=E INFORMATION FOR A SORE SPECIFIC PROIER: te. WHERE ME SITE CONDITIONS DEW.IE FROM ME P.E.D. (e) CONTRACTOR TO BE RESPONSE Met MC SELECTION, PURCHASE µD WSTNLAOW INCLUDING LIFE SAFETY, OF TIC PROWtt, RASED ON MIS P.E.O.. PROVIDED HE/SE DOES HOT DEVIATE ROM ME CONDITIONS COUEE$ ON THIS OOCUUM7. CONSTRUCTION SARTY At SITE IS THE CONIPAROR•S RESPOIp86OY. (C7) THIS P.E.U. WILL BE CONSIDERED MIMLIU IF ALTERED BY MY MEANS. SITE SPECIFIC CTS BE ARED BY A FWESPONSIOLE FOR ME GROPE USE OF ME P.E.O. EHGNEER OOFRRECCORD. ACTINED GASAODE EµGATEDCENCIM CR MICH LO MECPNED. M EYRR S L E THE ENGINEER OF SUBMIT YO THIS TATTER MEMR THE RSITE SPECIFIC DFAINKSEFOR REVIEW. (C) ORIQNW P.ED. SH4LL BUR ME DATE VINO OMNA. SEAL AND SIGMNRE OF ME PROFESSIONAL MONEM OF RECORD TART PREPARED 0. 02017 TRrzGo. Nc. � - L ECOENa. fA/6JY TILUT TESTING Be ENGINEERING COMPANY �' II NAS RK. xW. a, a, 3m. "ft.rAamrs. r,aaw, v Mee : ppsle7l-1sL' Fc.: tsas197I-1vY FLCROA Le. TABLE OF CONTENTS GEWVL NOTES SHEET I SYSTEM COMPONENTS 1-20 SWEET 2 SYSTEM! COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW, BLADE & WINDOW DETAIL AREA 2• HV B AD (i ANTI HV ENDOW R ApE Q (WHERE A_ PPLICAB�_LEi TYPICAL SNUFFER LTLVATION & NOTES ON LOCItS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 USTALUTION DETARS G-M, CONCRETE/BIDCK SHEET 7 CENTENMATE DETAILS W SHEET B CENTERMATE ALTERNATING DETAILS W SLEET 9 END CONNECTION DETAILS 1-6. CONCRETE/SLOCK SHEET 10 MAKNAUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 "[NOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALIATON DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-i, WOW SHEET 17 END CONNECTION DETAILS 7-12 & K, WOOD SHEET IB AREA 3: KV WINDOW R Ap & ON Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW RL AD i1i ONI Y INSTALLATION DETAILS, IAETAL Sr,, WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AnSmsmAn American ShuHer Sysfems Association, Inc. 4266 Westroads D&I, West Palm Beath, FL 33407 Wuuw WW�TN Accordion Shutter System KV. BLADE Q1 W/ OR W/O KV. WNDON BLADE RING No 7-107 ;t HV SOLD BLADE COVERED UNDER US PATENT � ,IW79 HV WINDOW BLADE*/ OF USE OF BLACE.4,arON SHEET 19 QUALIFIED FOR USE W/ HV SD63-T6 ALLOY L911" \A I GGq ( G]0 i L686' 4 0.510" Za %1 HV CEILING HEADER 0 IFiED FOR USE Y// IiV BlAOE(�I ONLY, SEE SECT10N5 T'OR VAL[D 6063-i6 ALLOY AND TEMPER NN%WITMNL 00E] 'I SIDE ANGLES OUALIFIED FOR USE W/ HV la �5• (3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV SLADE(D 6005-TS ALLOY AND TEMPER HV HEAD/ER/SIILLp QUALIFIED063RT6 SAlL0f dND T(A EMPER)ONL !J ALUMINUM ANGLES QUALIFIED TO $ USE W/ HV BLADE IIONLY. 6063-TS ALLOY AND TEMPER (�)OUAIi JED FOR USE W HV BLADE 6063-TS ALLOY A ITEMPER. (�)HV WALK —OVER TRACK QUALIFIED FOR U$E W/ HV B ADE I 6093-T6 ALLOY . TEMPER CWGONEM A Q 2• S• MAK"� I/8 ' 1/6• ,1�6 2' fi` WA%.I Q19S i-0.192' 19 25• 7` 0.190• 2' V WAX.!0,139' 0.131` t '5 HV W/180• STARTER QUALIFIED FOR USE W/ HV BLADED 6063-TS ALLOY AND TEMPER 99A' -1 �• e42 S 125"3F .920 Q9 HV TRENCH TRACK QUALIFIED FOR USE , HV ____ BLAOEQI ONLY. ,2 'CORNER POSTS LUUFIEO FOR USE Y7/ HV BL 606 LlOY ` AND TEMPER TO HV RAINGUARD QUALIFIED FOR UJE W/ HV 6063-T6 LLO�Ek IEMPER ,Ti1• GT` n 4 02017 T(TECQ WC. 02017 CAVERN METAL SUPPLY, WC. BERTHA VMUEC .......... �}CENSF',.✓y ,�, a 1 pASS.S.A.Accordion Shutter System • ' ��� American Shutter Sj/D}Bm8 HV. l W/ OR W/0 HV. WNM BLCE TILUT TESTING 8 ENGINEERING , Rj DATE M" Rr: Ee @? ]F •• VI/T' OF COMPANY 6]55 rv.'t Mm St- Ne ]0> Y.vGP1A W W.9, M1gp SJ16 AseoClatlon, Inc. 1 OLD is -on 1 2I I m2 OJ/4)/IJ ` p'r/�- -A P m : (3u76n-153D , re, : (305)871-1131 4268 Westroads Drive 2 s DRAIYING No 1 17— 1 Q7 •.QRID�...... . .� `A%Atryryt•''•ee•'•'•rvAtTER -.0: ntwmad,mm ED-W06719 p TLLn L. P.E. Wesl Pom Beoch, FL 33407 A 1 P F NXA!%�IrRIbT1 ASC /(1ATC FLORMA UC. 1 44167 CUCCf J HV CENTERMATE FOR USE W/ NV BLAOEOI N LY qr 6063-T6 ALLOY AND TEMPER all, -A RNI R MtOM FYkYAigN �2� LOCKER FOR "T" LOCK CENTMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER L n a D65' 1� • (o 31,' 0 v OUALIFIED FOR USE W/ FN BLAOEO A. 6063-76 ALLOY AND TEMPER i@ LOCKING RODA QUALIFIED FOR USE W/ HV BUDEQI 6D63-T6 ALLOY AND TEMPER PINSTALLATION WILL REQUIRE A )/1 ED AT TRACKS FOR PROPER E A• G' I J � �8 OUALRED FOR USE W/ HV BLADE �i ONLY 6063-Tfi ALLOY AND TEMPER 6063-T6 / W 647y. I HV 3/8"m-16 X 6R155 (Ova EWSS irttlClq I n '� y EI "Art loan (oaon x.11ml / _ 25 1"' ® HY LOCK ®HV EGRESS LOCK 0 .e7'1m OUAUFlED(FOR 44 ONLY. QUBLAOEE 1QhUSE ONLY. GAL FOR USE Y// HV RUDE 1 ONLY 250' D.O. 6063-T6 ALLOY AND LEMPER PLA61K HEAD • a 045. �) . MOLDED mm m w IT 350, AFTER RIVETING [yP _ ^ e 3' •. BEFORE RIVETING nr 1/4"g-20 x 3/4" S.S. THUMBSCREW 1/4"9-20 RIVNUT• *SDRU ou. u W (ho4-Y, NLDN WIcr LANo, 1Nw I--__--� N sx2e) W- PANT F 6e2D. AS Mu1uFAC Ell W AvOEL A 5EA• I L.4I(. CM w'C"ORv. PAGy➢ Vo' NO, JOar, 07ON ON EWK WV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV A T RNA71 Oc OUAURED FOR USE rl/ HV BLADE I ONLY QUALIFIED FOR USE QUALIFIED FOR USE t'// NV 6063-16 ALLOY AND TEMPEI YI/W BLADE01 ONLY. BLADE iQ ONLY. l.lbl 1 � 6 IW b 41 CENTSE Vl/' 6S INS R7 QUALIFIED FOR USE N/ Iry OLAOE.f h 1�l 6063-T6 ALLOY Np TEMPER 'J tL/2• I „ �I/e O (�_i0-20 AISI 304 RIES S.S. THUMBSCREW OUAUFIED FOR USE VI/ NV BLADE O HID LOCK BY REGENT HARDWARE MORTISE E5 SERIES 2333 NOOK BOLT LOCK, _-OUAUFlED FOR USE 1'I/ HV BLADEOe CA 1 ` 14L111 w� Fl 1L T:' �cEN'••'•..�9 T .1 = * !. * •' STATE Df 0201) 14nCO. WG ��C p /� A $ S A American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 0=11 EASTERN METAL SUPPLY. M0. BERT A TM Accordion Shutter System HV. 9ADE #1 WI DR W/0 HV. N1MOl! HME TILLIT TESTING A ENGINEERING COMPANY 6152 N". ]ea s. va ]6] 1ncxA moons namR v1 ]o6Kn-1S60 . re.: (]03)e)1-uv - Y Idlreaotl.Wm R10RW LI 1 H'6)E n, x PrsnnnDN DArt 2PANN en Lc I CLO 15-065 :-Af```•.' A IGCPN:'a • •SV/O�rtLnfi'IoGFlyl,— or cFnl 2 2 DRAWING No �l 1 7-1 nF _._ _ A SHUTTER ASSEMB Y SCHEDULE FOR HV M HV t(A Q HV BLADE 1 ® HV BLADE to ® IN LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AJSI 302-303 SERIES 0.870"K3/16" THICK NYLON WHEEL. 0.188*0 AISI 302 SERIES S.S. RIVETS 4® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW s pi� EWV QUIREMENTSI AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN @ SHALL ALWAYS SE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID OR HV Q RUDE. 7 p AL SHUTTER ASSEMBLY N. . (2) HV PIN ® MAY BE USED IN LIEU OF Q AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV( vos2a•^� BLADE WHEN CORRESPONDING TO INSTALLATION "IT", SHEET 7, 048=� O (3) HV PIN © OR ® W/ 1/2" O.D, 1/16" THICK S.S. WASHER TYP Q SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'a] SHEET W FEEL CARRIAGE DETAIL EXTERIOR A N N �'' u O1 OR ® I ;I U E'S KN.CKLE.NOT£ MR EQUIREMENTS) BLADE'S K. MC (TTP) 2 EXTERIOR .te>s•L-I— .pees• e40E .os]s q°}5• 51�. `-° .0°2V 0 \ / *POI YGARRONATF IIAPA T R SISTANT MV WINDOtV lam' GAYER MARROLON 3103 POLYCARBONATE I RESINS, UV-STABR2E0 GRADE OR SABIC 1"i0 B!<g➢DyC �BOrt_ MF IN 40VATNE PLASTIC LEXAN 703 RESIN �" l l 11 (SEE NOTE "F" ON SHEET 19). POLYCAR13ONATE SOURCES FOR 447 M1Xc.4 NOigilEi vauvlq �/� ro mDrox Asze v,i vsw ozw Iz= e R.N. MWA rgTW3 prtecu ISIY 61% xaonn acm csw �i alK Szx :e rr-Wn IT rtw! SNd[ W@rr ASN ptMJ .J] S [LS WR 9r M.YNG ♦SIY 00.11 C-[ 4A54 [-1 (1♦iS sm IamRe [su vlRm laa r vev v sue ♦sn[c:v msss srrexrm u5xn mr+w+r ♦sn ue veaz v.. r °e•v v..;. RNsu sn¢n evvvc nu[rmR..c amr ea5 ewl r+L eeav w. 5[ �R f• �CENg ' ✓9 02017 TILTTEQ. WC. 02017 EASIERN METAL SUPPLY, INC. L E C O L NG. A S S A Accordion Shutter System ••, KV. BUIDE SI W/ OR W/O KV. WN1OW eeDE Audi F� ; s; TILLIT TESTING &ENGINEERING COMPANY American Shunter Systems r. N ppscernpx p♦R aunty BT^ Lc. •• Q •• A, W5} Nn, xi:n s:.. }M. 2.%a'.. aMurzN [zpFd °u Ae80CICtICn[ Inc. 1 OLD 50-CBS /2T/I Ntt: 07/27/17 ( ,,,, \� 1{T %ss/ONAI Flmne : (Jp5J8b-15b . Fa. (W5)8)1-15J1 m " saoae 42,68 Westroods Dewe West Palm 1 DRAWING No EN6'llr to o Beach, FL 33407 s M4.1Eft A iIWT 11 P.E. ♦ 7— t o7 P.E. SEAL/SIGNATURE/DATE npR104 O` T ♦a47 ° SHEET ° 4 OF PO qp-0j P 24 - 9 N z T u 8'QS' I•�� SOm•lJa 4Yrf�5ba'[mJ (I bn (R• I I ECTON A ON ON 310 A m ! [ M ! 4 Y P D Y N 11 P. M T.I S ,.v.,o.In. 1 I 10 •�5a©•�3'r+17-�y ox ©•0�T�✓4:©�_�J �a TYPICAL In BLADE SHUTTER ELEVATION SHUTTER ELEVATION N.T.S. y I. MANDATOR/ CONORWN ale ONE MY LOCK G or @ SHALL BE USED AT 1/2 OF SHUTTER SPAY FOR ANY SPAN OR IV MOVE OR BEEAW 2 OF SHUTTER SPAY OR VM, UP TO '.S', AND GOR VIST TONS T A7Tf ELEVATION. HV LACK � or i5 MAY BE USED AS AN INSIDE OR "ISIOE LOG, ATTACHED 1Uk OF CENIEFMTIES W/(2) 1/4'0-20 a 1/2' LONG MT HEAD S.S. MS. LOCATION OF LOCI SMALL BE AS INDIG SHUTTER ELEVATION. 2. OPTIONAL CONDITION #I. IF DESK OR FOR SECURITY PURPOSES, UP TO 1Mp w A LOCN5 Q} , IDOR 7§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERNATES OR SMALL DE AS INO L COCA ION BE M INDICATED ON ttPlCµ SHUTTER ELEVATION. 25 (2 IS USED WmND HV. LOOTeI• LOCKING RODS $ ME NOT REQUIRED AT_JjURRtCkNE POSON, BUT MAY /-•2 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MMCE. LOCKING RODS Qj R,OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. INWALLATIONS TIT • ONE W LOCK � SRA BE USED AT CORNER ANY SPAN —I OUiS10E OR INSIDE LOCH, ATTACHED TO 03 CORNER CENUMPTE W/(2) 1/{ 0-20 K 1/2' IONC MT HEAD S.S. MS. TWO LOOTING P005 �f$ AT TOP k BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A 5. S ONE ALTERNATE MV LOCK 24 MAY DE USE�IN UEV OF USED LOCH ar Eq FOR ANY SPAN MD yi OF 1/'0-ONS20 AT ANY ELEVATION,µ ROTE LOCK MY BE USED AS AN -INSIDE OR OUTSIDE LOCK. ATTAMMENT BA= Of 1/4'0-20.}/4' S.S. THUMBSCREW TO Q�. DR �2 CENTERMATER SHALL BE MIME W/ 1/4.0-20K3/4' µUM, 6$o RIVNUT M SHOWN ON SECTION MVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SMURER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. MANDATORY CONDITION I• MR NONE W LOCK 6 or 0 or 0 SKALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' MOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 2'5 or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (01 or @ SYNMETWW CENTERMATES W%(2) 1/4--20 a 1/2- LUNG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS MOICATED ON TYPCAL SHUTTER ELEVATION. USE OF LOCKING R005 kS W/ 0 OR 1(3 TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER 'NOTES ON HV "T" LOCKS AND CENTERMAT S• CENTERIAATE 1. ONE µ111 III E HV T LOa( ,.B ,taY f3E WSTALLE 1 W UEU OF MV LOCKS 1: OR 5 FOR ANY SPAN ,WTI i STAMATIO AT ANY ELEVATION, µTCRMTE LOCH 0dAY BE USED AS AN INSDE OR OUTSIDE LOCI. ATTACHMENT OF LOCK 6 INCLUDES USING REINFORCING LOCKf]i U,3 M SHOWN ON SECTION HVD, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMTES 0 AND .0 W/ 1/4'P-20 . 1 1/2' LONG SS MREMED BOLT W/ ]/B'm . }/}2• MMUT OR W/ 1/4'C-20Y1' SS.M.S. IWO A 1/4.Ox 5/B' RNNUT. LOCK MAY BE W O= Ai MIOSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS (1$ TOP AND BOTOM IS MANDATORY. 'LLOTES ON HD LOCKS & CENTERMATES• /^' I. 110 W/ ND D[MFRNAIES �� O�t /(]i :ONE FLTERNAM HD LOG ys WFYB:E USED IN UEU Of 1N LOONS I j OR :�9 MR ANY SPAN AND INSTNLAD0,6 AT ANY EILVMON, ALIERNAIE NO LOOK c: NAY BE USED AS AN INSDE OR OUISaj LOCK ATTACHMENT OF NO LOCK CC TO � IS W/ } is . }/B- EN, SSN,S., AND INCLUDES REWEOACEVOR WSERr , AS SHWA ON stcror S NDB-HYB AND KOG-HVC, SHEET 10. LOCK MY BE INSTALLED AT NDSPAY OR 12' MXINUM BELOW OR MDYE MIOSPM. USE OF LOCKING RODS iY a COMPLETELY OPRONAL. `41, 4\ ••. _" _ ,'VC ENSF-'•v9 '�Z� 3 02017 RECO. WC. �L�C p A�S�S�A� 02017 EASTERN METAL SUPPLY, WC, ER N TIA Accordion Shutter System • ' •o e �� * ; tp ••'•, P JF ;: Q• A� 1 TILUT TESTING a ENGINEERING COMPANY .... n,. nm. sti s.. toy Ym.4W0Ny OOWy nI< vlm.: (Eos)m1-1sw . re.: (sos)sn-TEAT .-m eIN.otea...oT VOLHITA.TTU44,RE. nPloLM 144,67 American Shutter slams Association, Inc. 4268 Westr000s Drive Ylesl Palm Beach, FL 33407 KV, HARE R, W/ OR W/0 RV. WNUDW 9AM , x P[swRnmK wN D4NN 1n: LC I OLD 15-005 7/7711 Dn0 07/27/17 •, I$1s. ".......... Izf1 0r crEi'1Mr!Rf/fi�Or lnn7c 2 s DRAWING No 17-107 1 curt/ s1 POURED CONCRTD POuPEO r-CONCRETE ANCHORS (SEE SCHEDULE 000NCRETE- ' RCOUMEO PEW.TVED i SNELT t]) yew CONCRETE MCxCRS ) @ I a &-0-e (.T U".JNRYa®o. (sEE II DULE ON SHEET 13) i i-- - 102 ma,\ 1• r Elm liucrr m.3 .• sS. 1 '� 1/2-_ ----- MIS" OA�-20 RUTS r f ( E. C. .250" Mo., --- 3 DR 6 E t- I, II ] 0" ME.. r DPriawe I mwevrH � I eOxcov I OR (I Carom .� a52P n&N 9N6QW® 4„Y. EfPAFAi1pN t0 GIASs j (sEE SCHECUti CN SHEET 11) SI GI155--: C AD (�B HV WALL HEADER INSTALLATION +KEYSTONE EnmNc `!C HV WALL HEADER INSTALLATION rass NiN. sEPNUTwiI TO car TM(�' i--+'7�OR i�0 �—"'(SEE sCNEWLE aN SNEEr it)-` I I L- MW. SEP ,N, TO C,s' ) 1SSEINMME ON SHEET ii) otA55 I 9 Costs O(ASS I yLf� OPLIOtNL E.D.• ice_ +-13 w I6 Lm Eo-1 � 12 - 13 a 1a '- QRIq' sS_ MI Cp rp MM Hwc TRUSS NEPO ? i!l•e-20-3/l• S.S. PHdLPS �-CONCRETE ANCHORS 7 1 18 1/4--2E NUTS 12'MINCONCRETE A4CHOR3 (v_TgUSS HEM MMHWE SCREWS (sEE SCNEWIC ON SHEET 13) I' J T/0_-20 NUTS O iT O.C. ( t-(S£E scHEOuLE ON W/ 1/.•-20 NUTS O 12. O.C. CONCRETE M:n. POuRED CONCRETE- SHEET 13) OR CONI III RI MOCK i&W+CRETC sM.OFS REQUIRED )LIMED .o Hy WALL SILL INSTALLATioN /% (SEE s HEDULE ON .,RED ON ORM SHEET 14) aHV WALL SILL INSTALLATION DR CONCRETE BLOCK W< REQUIRED (:E) HV WALL SILL INSTALLATION SHEET INSTALLATION DETAILS W/ 'HEFT i6A PPIfAl SHVTTER • C. D. - EDGE Is iEE AY SUIT T 6 CAN SE COMSMEp (SEE sPECliiwaONs ON SHEET HV BLADE 11) OtME A ON $HEFT 19 AT t0 SUIT FAT NiIi Nl l HI' P A 7! '-�. FLORIDA BUILDING CODE (Non Nigh Velocity Hurrtcone Zone' 1 E/ 2 IXTV2Ui2 MION MSUPPLY. INC. Ap CENSF'•. :^.9 an,ECO, I ETAL ¢ A E THA A■S■S■a Accordion Shutter System ^3 II LTr C 0 A.S.S.A. HV. MAIX #1 W/ OR W/0 HV. WNI ELA X / •Q 1C TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. x DEstvimox Mw rn.nx ec E.c. w. 343. Wn«1W. oxmws, ncew 3na Assacictlon, Inc. t om )5-Des ]/2)!11 w1c oT/n/n 003)mt-1530: r..: (3a5)all_yjt 4268 Westr, Driva x f�s�aNALE 'mom ooaaoo.,o- hest Palm Beach, F 37407 3 ORAVJINC NQ rlp• .AIER A IIWI'. P.E. 7— I D7 EWgw Uc E 44167 5 enarr ONC RTE �— (SEE SCM a ON SHEET 13) 1�ro 0� (� 1 ORREC �� E%IS1U1G I 1 ( m yy EDGE O• sea W rmOR GlAS3--� vwnw s �� g yy 0 E. U.• EXIST Rm6W® T . rb apW ) 3 4McN;A I J rw CoaIINS / 9 - 3 MATE. IJ S WASHER , T" SCREWS D RS O.C. E OF J/e un, CONCRETE ANCnOPS , 8 , ' (SEE sCNEgM1E ON SNEEI 13) E EO sPPUweIF ExGt�/5.5- ME Cr � < i I EDGE CF 1 � ,(e ux swpaa� APFUC 1+hl I t/t' •'•4'',..1-j SuD f /S. ➢UWLC 4 Z_ APPIYAEIE () 0 • 1 POURED MT NE/A CONCRETE SHOT oRs 14) POURED co, ETE �"J CONCRETE a San IR rw 1 0 yry CONCRETE R '� RAT MEAD CONCRER ANCHORS PEOIARCD (SEE SCxEWtE ON $MCr 1.) arosmA� REWIRED . 0.• ,�E. D. (SEE SCNEWIE ON SMEEI 14) ry TRENCH INSTALLATION HV WALK —OVER INSTA I ATION AOO ONLY FOR UP TO �70, -75 PSF A.S.D. t3F NV FLOOR INSTALLATION t DESIGN PRESSURE RATING A FOR SPANS PER �G HV CEILING INSTALLATION SCNEOUEE 13. SNEEr 11 CON(SEE %IE MU ON (SEE SCHEDULE W No SHEET 15)/.9maoas Exrsrv<c ^ ' 3 COSTINGIASs ExSN,c rD,usm DI PaMue Oi awss cuss -'�ys ""°•P, G1A55--. Fr oPMt. oa8 i I 1/4- O I J �Iw laaw w o I o¢ rw m m e� VMN a4. uAx. j IDFj/¢ I II r O.e To, E Nc www no, , arNR DeF wrt r w S 3 w 1© J rv1A5HEF,-nrN-•aD E. a.• / uti 11 FOR uFa 318 !1/2 // � ' Yx TEK $GREYS t DdR. 11W11 /uK1/.• HE% HFAD,�/; 1 3/9' / , 0 1T O.c. t 8 i;, (� 1EK SCREWS O S' D.C. 6 1 , IS/8- OR/ I" �I I' ' II- 1/PP-1O S5. M.S r CONCRETE M1N[NORS b I _ 6 ,/+l J/ a 9* O/ SA.S. 1/4-1/.'r-M.Jp' ss K w/ NUT o D' O.C. , - (SEE SCnEWt£ On 1 R r ' . - L'J o s' o. a t _____ a• �. M&Ne i/.•.yp NUR / --- i i i SHEET ,p) n / I1/4 4 I .. o 12' oc , 7w,8 1/]•J IJ -,7 18 s.aO-"iuN. -AL emts1Ru.+I: ' I EDG£ or T , • 1. • EO. -AL ibN To2du1M /fl'1�_ ��Ittr1/f Ln. sD.T. MINcCNCNEIE bNCHDR$ D so.cE.D. PoURCO GONER (SEE sCNEOUtE ON ONE SMET t1(n) ~� � SEE ROSE 13(e)OR NEED c E TICK $H[R 1.) OR PEVCON IZETE I IE aN 5NEET 1 . --y— P[OUIPEO OR CONCRETE BLOCN Q KEYSTONE MOUNTIN INSTA I eT10N -mruE caxocRE�iED K W 00 I L O RECNRED REOmREO `L% RV WALL WALK —OVER INSTALLATION ON � n4 re r4 xV4NN1 $MUIIFA TA4 C-C" GU t tma • E O.. ME ds1ANCE t RCuOVAetX ZWEN PE�RPOPMEY / I- SC[ SREET . MR TYRCAL SNDRFA (SEE SPEC6RAlro`b W SxECi iJ) OR EFNIRRHTO C[AM WEPAttE EWf • B�Lvr�ao SN4${ rDR p55E4BtY i`yi INSTALLATION DETAILS W/ 1D HV BLADE 7- NWtDW6 sELDOK CNi eE CWfeNEO IN pNT rypT TO Son Aw MSI L RGN. (111` jt A. i '''-�,. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 111; ' • \CENS�;., .✓9 .2017 PUTOO. NC. ®zon EASTERN Ua1 SUM, W, A' 0• BERTHA MVn, * :T REM... p A S S` A Accordion Shutter System 1.0 • //11�� ■ ■ ■ ■ NV, BADE #1 W/ OR W/O tLV. WID0.Y ■k0E ` 9p�:, "ry r Q 1,. TILUT TESTING A ENGINEERING COMPANY American $IIYNOf $TAilTR d. x oowrueN art DaxN ac Le E(r s ells ... Jea 5t, s.. eo. „rou G4�J.q 6 ,M AssOCIO+Ian, I OtD 15-085 T ) 1, wffi 0] 2T q �f�s 11 P. Pa')en-1vo, rc.: (3„-ylml-m1 4As We Association, Inc.nc. a /ONAL EN�,pI w-Niea°,`oWest Palm Beach, FL 33407 3 ORAYANG No AxrIY✓M W&TER A SRW Y. P.E. . 17-1 O7 P.E. SEkL/SIGNATURE/DA7F ueoA w_ / 41161 s _ curer OUT 0 DETAILS N SHEETS 10 & 18 INSTALLATIONS W/ 1 HV *#R<ENG,E6CSWW.CK0as .xx5aaa°P° I N �EX151LNa buss mro ANTS ALTERNUS IN Wp K? wl - s. eJOE$'A CEINEIv,o;y TER" BLADE W HV CENTER aNITE6 .PwcueNI saI Eu6EO ©w®w©. O7 a 6Ow10 •®w ORrnaarrrin 10 • �5 m©. ®w®'®,. DUSTING Guns DETAI c ON H rrc 10 & ----------- L /3Uv. 6063-TO 4Tocas )• IICMZIIts N) CONCRETE OGP/Iwma7 x : °'®® CENTERMATES MMETRY /1os/.- sss. o u' - CENTERMATES ,.1/2- sus. ro rv6EZ ,M Eu,+.Nar. �) I I , Pn Pu T!Om oc ruu tElvcPn, ) I W/ HV LOCK�� W/ HV LOCK o 2�`5 TO s 1I— \1— G 5 I E \ ®P V` I I N (ONESKEET It - # 35 # � 3 { �! 6 ©w®P©'OiPOwlo ®w \� I a® OUT HVA HVB HVC w®41 Ow0'Ow -POUR'ONETIME OR 7 w 8 10 7 EXISTING Ot/SS E 0 &.Oat ss 1 ..� � _ ____ lo•@w®.mow F�rG 1Ill'®a�. �6m©.®Pt YMM------- — I--©—Oj .©.M—,—®P - /--- .- —,. L—t--p'__j `E b��O CENTERMATES# f IN i ©�® a:N.TO cuiss°Y O, � PAN. SFPMPTION �'J w/ NV LOCK�(L�i6� I (IN 1ERi(IR) ©• �P O9 . ®P�.OS P (ON SNEEf 11) . ISCESCN�EOPii u I N onoN 3 I w® ® W ON $MEET 11) (INTERIOR) —� t------ OUT — — — — —'— — ZMo 3 Is vu6ES „I 9tl • �1 # w IJy V # � oUT Exfl6OR) HIVE HVF** HVD I,,Irrrr,Y�.,,,, I- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,1 +.••••• • •• - SU NLl 12017 ICIECO. M. ®2o1T FASIERN al. PPLY. INa. �cEVSF•..,�9 ; \ BER T N X NVM c Accordion Shutter Sys� oA■S■S■A■ Hv. 10➢E #1 WCIE w/o Hv. Wnmv EADE F/ TNUT TESTING & ENGINEERING COMPANY American Shutter Systems oactllmRx wrt oR..N fio Le [nalnA : _t.� .tNx uss xw. sex a. s.. sP. .wCW. RM6aQ nmo..nlr Association, Inc. 1 K 00 16-URS T/z2n, am oT/n/n rum.: (soa)6n-15 . r..: (sos)sn-um 4266 WeetrOOas Drive SOMA .-mwe el.. eaam West Polm beach, FL 374D7 6 DRAW NG No / 1 6606)P6 17-107 -' rrr.R••r,r w4iElr A MN ie, P.L P.E.'SEZ7S'1 NATURE/DATE noRZ4 Lk. 144162 s SHEET 6 8 OF 20 ALTERNATE L V"" ocK da HY MALE/FEMALE "T" LOCKS CENTERMATE� LOCKERS • W�/ n HV BLADE SEE END CONNECTION OEWLS ON SHEETS 10 R to EEull IN `}r[°51 — eutt Osvc. mra tnY. •mwm a s.cn e. t OQOO ��®^ a.n[Asvn+ms�nana"avacOa*+ tao-trn. G ] u 9 IG . v.9GRn ax Ts5 Leal, uH• 6[ VSm �.TI aR aHpxe �,100��6%1•L(�u�l•1}�e omuuDJa Hn we 0 t Sara •u. umuw (Axs-iJ Alto) Wtt Mva[ >� LQ[! xursort, run F oexo. a tuxunnoco w Avan owar 1[novH. v�}tt. an m5n olds. av cowl ► rrr�. �r�r i INSTALLATION n HV BLADE W/ HD CENTERMATES 03 , a , 3 YM CAL ND CEN�ATES W/ 6af LOCK (INTERIOR) �m•rna w,am .ms©•o®wvawaans •i unml nalaa e.Hap al.A •town a wm Hw u< a.w�.ns wnr r¢n m,� euani •. .Ns�.• y B q J �.of; . •.. 0 A H4 Il exa17 W.1[[e. OIC ZI ' TILLR TESTING a ENGINEERING COMPANY asss x.e. aw s_ st. xn. ss¢a rwucn, nmcA vl vnew : (]o5)311-1310 . r.,: (xos)....... _°h°`° ." e MUL1EflA.aW59f Yt.�7-10/ R0.M1'G. U. F 14111 ■ ■ ■ ■ A S S A American ShMtter Systems 1-sOCICtlan, Ina 4268 lveslroods Drive V1eSl PQIM B.C.h, FL 33407 02017 EMZ FIN UU& SUPPLY, we B T -HV Accordion Shutter System Fly. RAGE *1 W/ OR W/O FLV. W)N OW RILE n. x asnrotmN H olG I6-ass V1, ]/np wm G] ] n /3 / .N/II, 11111 n ,-�., wee..•.:..... r..... x DRAW NG No a POURED C014MM OR OwOwO.OwO�•®w PGURED CONCRETE POURED CONCRETE CONCRETE BLOCK 'WALL OR CONCRETE __ 4. OR CONCRETE REONREO RLOCK Y/ALL WOUIREO BLOCK WALL REWRED .-CONCRETEO ANCHOR— 1 r-E%IETIYG GLASS .` �E%SRMG CUSS — — .O E%IAwG GLASS 1 O CR �T—z• Mo. J — — r — -S ' NN EF?xGTW1 ro SEP EOr}�}_� ED MN. ScAPA11oNUK (SE soURATOK N OA55 (£E D+3¢T 1/N6•.J- MA% 11 FOR BADE 0,Av ON 9+EET 19 -04 ro WJSS (52 50fDu[ M 9E£f 11 FOR L FOR FVU9 (6063- NI. i®h® (LOCATE PI� ON 9EEf 190 FOR Ra'�®A© E, 1n / 1 9ID 1/2' ENE L'Y� OI E) I LCSTE PUTE. (LOCATE AT ETHER SNE WY MN I (Dk® T� 1/2- j_ (AUSE I.OR rtat/2- S,Y.S r1DA/a• S.N.S._--Y�� ARa•IaP%. (as PPFLrcsaLE).a•.1/e•.o O 16. O.C. - 0is- O.C.- ALUMAN WP ANGLE (6063-T6 ALLOT) AT Mc acw 1 d (1) 11011/2• S.M,S. TO@& /`� wain AT 1• O.0 AT 10 SEE DUAL CON % I p SIDE COONNECR N I OR ®w (LOCATE DTHER 40E tlF (aJ ) OR J/ SEE OML % FOR ) OR Tw O . 6 ) w B I•®w SIDE CONNECTION TO IRACKS ®•) w 0 1 ®w ® 6 IG SEE DCaR % I EE l j MSTNG CUSS O 16' 1/2' MIN.' O.C. I 2• NW. 5 7 1 OR ®' %- POOPED LONCPETE OR _ CONCRETE BLOCK WALL ' REONRED K.END CONNECTION DETAIL 50 10•®w®•V9"©•©e TO TRACKS CONNECT 0 ®DEETAI�20® END CONNECTION DETAIN Q3 E ONCRETE OR � WNCRETE BLOCK wA{L E%IShkG REWIRED I EO 2- MW, OR • SEE LeAT CKS D: Me IW GLADE ®OM SHEET I9 opmNG caws M SEPAM q TO aA6 (Sa SCHEDULE O! 91 _t 1 TCR BADE 0 W E)EET 19 R BltEso& C OR MOLTRED ONLY FOR SAMS GREATER TWN 1®OR®OR(UOR�OR� VIEW Y PLAN DETAIL % "y;•' D2017 XTECe 02017 EASTERN METAL SM Y. Mc. C BERTHA VTM LL E C O I■a. A S S A Accordion Shutter System ■ ■ ■ ■ Ftv. BADE MT w/ OR w10 N.v. wd ww BADE TILLIT TESTMG k ENGINEERING COMPMY Ameriean $huller Systems m d .... I9.m CM4M �,p'•..Aj : +• C¢ErL+N% W" NWxa ssv>mx.vcsA wnn.MK Association. Inc. me 15-M /1 MO)/2 Fnw 4268 Yea 1> Drive ) wadm Ylest Palm BcOch w , EL DRAW NG No _ 1 3d40 Ee-am7 6 ' 7_' 07 0 m'6n9 -�� q///•pT`j1, WK)ER A T4N :o P.G 1 0 C CCA1 /CI(`M AT IDC MATc rLDRDi Lk, (1116> MAXIMUM SHUTTER SPAN 'L+' OR (ft.). FOR INSTALLATIONS %V/ C IMAIE5, 0 & ® or or W/ ONE N.V. LOCK (S or or or NO LOCK (a IV/ NO LOCKING®ODS or CENTERMA115 28® 29 W/ ONE FQ•r LOCK 30 W/TWO LO®K NG RODS 35 TOP & BOTTOM tASEE RAmP. 'HA'o coNt�(?I[Ela lood vaHALvmoNs 0 WALL MVJNNNG FLWR/[HUNG MouNnsG 1, W l -R) L1 (5) 1 l -LN JO OR LE 18'-0' IG'-0' 35 14'-TO` T1e_w 40 IY-10' 1 13'-Jo' 45 IS-1• 13'-11 50 12'-5' 12'-S' 12'-a' 13'-r 55 W-10 11'-10' IT-1" 12'-tl' 60 TI'-4" I1'-C t -7- 1 -10 1t-1 tl -I1' 70 85 T-6' 1 9'-6' S-9' If0'-5' 90 9-3' 1 9'-3- 9'-5' 10'-1' 95 9'-0' a'-9' 9'-2' 9'-t0" 100 9'-0' 9'-]' 120 0'-0' I S-I1' 8'-2' 1 a'-9" 125 11-10' 1 V-8' 8'-0 a'-s' 130 7'-a' W-5' ]'-10' 8'-r 135 7'-7- 1 6--2- r-9- 7--9' 140 7'-5' Y-11- 7-7' 7'-6' 145 7'-3' S'-9' ]'-5" 7'-3' ISO 7'-2" +-0' 7'-4- 7'-0- 160 V-11` 5'-2" Y-0 6'-7- 165 6'-10' 5'-I' 7'-0' 6'-4- 170 6'-9- 4'-I1' 6'-11- 6'-2" 175 6'-7" 4'-9' E'-9' V-0" 180 6'-6' 4'-8- V-8" 5'-IO` 185 W-5" 4'-6' W-O- - 190 6,—A' 4'-r W-6" 5'-6' .-.195 5'-r ... _ 4 -3 r-5' S.-S•-- 200 6'-1' i'-2' W-4' 5'-3' 205 e'-r s'-1" V-3' 5'-1- MAXIMUM SHUTTER SPAN* 'L+' OR 'L-" (ft.) FOR INSTALLATIONS Y" ONE NV LOCKK .lj�or W/ NO LOCKING RODS (SEE NOTES t. tt) Ave `6e1o'," 4 WT f•u-1 CONCRETE & WOOD IN RAfI IILiMIPIG t ROOR/CWNG .010M-h) O N IRI t-(q 30 16'-0' W-0' _ 35 tf-10' 14--l.- 40 13'-10' 13'-10- 45 13'-1' tJ'-r 50 12'-5' 13'-5' 55 11'-10' 60 11'-4' 85 10-1 70 t0'-6' l0'-6' 80 9'-10` 9-10- 65 9'-r S'-6' 90 9'-r 9'-3' 95 9'-0' e'-9' 100 8'-9' 8'-C 105 8'-7' 7'-11' ifo 11-4' 7'-7= 115 8'-2" 7'-3' 120 W_Q0 C-tl- 125 r-10" 6'-a' 130 7'-8" 6'-5' 135 7'-r 6'-2` 140 r-5' 1 5'-11` 145 7'-3' 1 5'-9- 150 7'-2' 1 S'-7' 165 7'-0' S'-5' 160 165 6'-,0• 1 5-1- 170 r-9- -I1' 175 6'-r 180 6'-6' a'-B" 185 W-V 4'-6" 190 200 6'-r 4'-2` 205 W-I` ,Y SAP: :�GEN MAXIMUM SHUTTER SPAN* -L+' R 'L-' (It.) INSTALLATIONS 1'/ & W/ ONE HV LOCKS 0R W/ NO LOCKING ODS (VAIN FOR UOUNNNG(1D SHEET 7) vATwy CONWEIE ASII OCiI4w WSTNLATIDNa Rox/�nz uwulmc 4 aR OR (• 69 -1 Ra6R uL c 1. tN owl l-p1 30 30 40 li'-2' 45 N 12'-J" 55 11'-i' 11'-11' 60 16'-2" 1 HY-11' 65 9'-5" 10'-P 70 8'-9' 75 NST NLIenON IrfENO CONCRETE & 490pD MANSOR WALL A, B. C, 0, E. M. N. 0, P. 0. MOUNTING F. K & l R, S, & V, FLOOR/CEILWG MOUNTING G. H. I, 11. U T. U. Y7 & % & M 0 MA1tRAW SHUTTER SPAN %+- OR -L.= FOR INSTALL41WNS IWO =30 SMALL BE LIMITED 10 105 AM. AS.D. DESIGN PRESSURE RATING. t W CORMER CQFTERMATE 03 MAY BE USED AT ALL NOUNING INSIAUJUMNS. LOCIQNG SPLCII 10.Y5 SHAD. BE AS WOKATEU ON NARDI COH N j2 NOTE 15. SHEET S. ttEXCEPT MAT NAXIAUM &4ur1aR SPAN *W OR 'L-' AND MARIAM ASD. 0ESING PRESSURE RATING FOR WSTAUTIa6 WTO CONCRETE OR CONCRETE &0CX SHALL RE UM.t AS MU.01@ I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.R.f. AND 8'-0" SPAN. SEE MWNDNO NOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 1" n HV BLADE FLORIDA Bl 02017 FIRM. M. Imo- A.S.S.A. TIWT TESTING & ENGINEERING COMPANY American Shutter Systems U . 51. $1°. JRS. vACw AAA T,1 .. MI Association, Inc. nm : (MN971-1530 . Fm : (305)RI1-u31 4268 Westroods Drive Le-om671P VFest Palm Beach, FL 33407 W4RR 4 ig 1, T.E. LL w 71DR04 16> 0 (1) L•: LMMUM ALLONABLE SPAY FOR A GIVEN POSNNE ASD. DESIGN PRESSURE RATING L-: MAX. ALLO'NABLE SPAN FOR A GNEN NEGATNE A5.0, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WL MOUNTINGS (TOP/13070M) OR FLOOR/CERANG: GIVEN A POSRNE ASD. DESIGN PRESSURE RUING. DMERI NE MAXIMUM SPAN 'L., FROM SCHEDULE. GIVEN A UEWINc ASD. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN %_ FROM SCHEDULE, FINAL MAXIMUM ALLOYMBLE SPAN IS DOM TO THE MINIMUM DEIERIA TIED SPAN BETWEEN 'L+' AND -L--' (3) PROCEDURE TO DETERMINE MAXMUM SPAN FOR COMBINATIONS 04 BETWEEN WALL MOUNTINGS W/ FLOOR/[DUNG MOUNTINGS: FOR A GIVEN POSITIVE ASM. BESTOW PRESSURE RATING: DETERMINE: LI+- MAX, SPAN FOR WALL MOUNTING INSIALNnONS, U+- MAX. SPAN FOR FLOOR/CEILWG MOUNTING INSTAAATIOMS. FOR A GIVEN NEWTNE ASD. DESIGN PRESSURE RAO.YG: DETERMINE: I.,— JAM. SPAN FOR IYALL MWHTING INSTAWnONS. U-a MAX. SPAN FOR FLOOR/CEUNG MWNN,G IomuunoNs. FINAL MAXIMUM AUQVIARLE SPA! 13 EOUAL TO THE MAWIKRIM BETWEEN 'L,+ . 'U+ : L-' AND 'U-' (43 GO TO ANCHOR SCHEDULE 1617H FINAL MAIRIAUM ALLO'NABLE SPAN AND NEWTNEE AS.O. DESIG.Y PRESSURE RATING TO DEFEFVINE IAXR.IUU ANCHOR UU& SUPPLY. INC. Accordion Shutter H.V. BLADE #1 W/ OR W/O HV. µ4.0 AWING No 17-107 (g)WALL SILL MOUNTING I CG)CEILINC MOUNTING f RFLOOR MOUNTING �CaWUYLJYYYELI 0mlF�?�7D00pp0 mmama�!19©®DO V!lJEclYEtlltl0l[!1L•-)Y©Lii®OC MOO®1'�JmMUM=C ®®0®0p�'IFI�®OpC ®��0170OMMM Ell ®mop®mOOppO1all M mpOOC In MOM Iona ppooOpOlD ��1MMIN ®ON��m�m®o IM m®me)Ta��io���©000®��0 o�OPo allial o0mnIENUMM MOM M©oo p®�op0pvp0000MUMM©®vpOO®pmmmp®ppOC ®1oO�o®p0�®O®Oo®[®O ®ooOO EEI =C Kill "=po==a 71[lIDOOIVO OppK �)00 ®0o0F'Lc7Ey0pp�00O�Muum 8 as S'f0o000O0000®d000 mI01000vOO �IVO�IIVO��1���0p0p�0f�MUM me Cs0Ov0oO I'F'�] 000OOv0 �0©O1k7000 7000OVOm00OOOVOm00ppppOVO iIVO010vO �0000voO L�ElOVO10000 7v000O0 Ed7® 0 m OoOO av0000lo�imo�iio v o�io10i�m�0000 av00000 ouluvovvo o m vo)v)Tallao t. ANCHORS TO SUBSTR.LTE SNML BE AS FOLLOWS; (A) TO EXISTING POURED CONCRETD (Din. Fc . J 61 ANCHORS SPAS_.^MO I Frsun - 1/4 0 TµCON OR TAPCON IWTN . ACED TIRfADFGRM TFCRNOtOGT µ=RS, AS MANUFACTURED V MIT. BU¢DEC (Mn. fC - 1/4'0 C 3/4' µL ROM SOW -SR ANMORS, AS O6TWBUtED W ALL POINTS YJNW, tAPCGV OR- BOLT k SPECULIY CGUPµY. (x:n. fc ] Oj 1/!'0 BWE TO CONCRETE NICNDRB W/ GAP AS YAVDFPLIUR© BY ft d FASTDIiRS DWEOT• M. (YA. Fc - 2 ksi) iAPCOT "WI POYONCED THREkDPFW TECHNOLOGY - IX6 TAPPER{ µCROPS AS MANFACNRED BY PDWENS FASTENERS, NANDC.. D DISTRIBUTED POINTS BERM. BOLT k SPECIALTY BY ALL CCMPAW 00 ANF OMER A CUV) LICENSED OR A ITHORGEO VENDOR REGISTERED WITH ME µERICMI $NUTTER S11TET6 ASSOCO00% ALL MUM SOND_SET (MUI, 1'c J NMI) IN,, BLOC TM W/ W NOTES: TAPPER. AI) IDMWN FIIREDUTI INTO POURED CONCRETE OF TMCON OR TAPCON W11N IGwANCiD FUNCRaMIA, TECHIpLOGX ANCHORS A•10 DyPLR1 µCHOPS 4 t ]/4', AND FOR BLUE TM W/ W ARERCRS IS 1 1/2'. A2) MINIMUAA EMBEDMENT OF 1/4'0 s 3/4' ALL POINTS SOW -SET ANCHORS SNAIL BE 7/9' INTO THE PGRED CONCRET, M1q EMBEOUFNF A WAA45 W vf[ FW INTO SPOGG EIM1L BE PODUFIEO. 1/4'P-2D SS WLICNE SERPENT USED SHALL BE 1 1/2' LONG MWIWM SNIXILD STUCCO MADE A�`w mm N E.5. AND V MRUMUTA FOR WALLS WrtN NO StuCCO. A.0) W CASE DOT PlI STORE. PRECAST CONCRETE PµELS. PAVERS OR ANY VENEER BE FOUND ON THE EMITTING WALL OR I1009. ANCHORS SHALL BE LONG ENOUGH t0 RUCK THE MAN STNIICNRE BEMM SAO WML iWSNES µCNOPIGE SHNL GO AS INDICATED ON NOTES AI) k A2) µONE. MR INSMWTWNS ON VUIYL SIOWO M ,IFS WIT, OR ,FLAW, UETK SKIDS CONSULT T OUGPIEER, FOR INSINUATOR INTO M MIN ANT& STUDS SEE MEI 20. (B) to COU TN6 CONCRETE BLGCN: (ASM C-90) - 1/4'0 TMOON OR TAPCON WIN AOVµCED FNRFADFORM TECHIDI,OGY µCROPS, AS WNVFACNRfO RI I.T.W. BNlOEL - I/4'W C 3/4' ALL POINTS SOUG-SEF ANC -ORS, AS 1I5NEGURD Bi ALL POINTS SCREW. BOLT k SPFCNLTY COVPANY. - 1/4" MUE ToCOGAETE MORONS W/ CAP AS YµUFAGNFFD BY PLOIDGA FASTENEGS GREET, DNL - 1/{•P TAPPER. ARMORS AS wNMTAc1uREn BY POWU6 FASEIERS. BE, AND OISFReulEO BY A Parrs SrAEw. BOLT k SPECULN CWPANY OR ANY UNION APRRORA LICENSED OR A11WORMED MOOR REGISTERED WIN ME MAERICµ SHUTTER SYSTEMS ASSOCODOI, INC. NOTES aq MNWW EASUGu M IWO CONCRETE BLOCK Of UPON. BLUE TAP W/ CAP ANC NIRS AND TAPPER. MIUIdE IS 1 1/4 AND 1MCON FOIN ADAw[ED DIRUOFORu TECHfOLWY ANGIORS IS 1'. B.2) MNMIM EUPC W OF T/4'P A ,/4' ALL POINl9 SOW -SET µCHOTS SHXL BE ENORELY MOORED NIO THE CONCRCIE SLOCIt. NO EYB[DIfENi INTO SRICCO SHALL BE PERW IM 1/4- 0-20 SS MACHNC SCRM USED SNML BE 1 1/27 LONG UIMMUU SNW(D STUCCO MT. AND I' MINRXOM MR WALLS MIT No Sn1FA, B.]) IN CJSE DUI PREGA STOTE• PRECAST CONCRETE PµELS. PAVERS OR ANY VENEER BE MONO O 1110 E115TING WALL OR FLOOR ANCRONG SNALL BE TANG ENOUON TO REACH THE RAN SUU=JRE GURNO SPUD WML fIMSNES. N:WONGE SHALL BE /O IFLOP, O NOTES B.1) k B.2) A9WO FOR IxWMETAL S ON WEE SOT 0. CIS FOR OR WITHOUT MCTK SPUDS CONSIgT TUTS ENGINEER roa INTFAI 62) A TWO MR IUST METAL SPAYS SEE SIGN 20. (C) MICHGNS SOLL UE R$TNLED MMONING Au or TNI RECOMMERMCOHS AIM SPMUEt HITS oP THE AN UM-S uANIUACPURtR. rm ((1 • L�_ Wi ` LEOA A _�L fDOE 05T�E VEAC C SP1 IN H TOR AN NOR uAY11Nu ANCHOR $PALINGS ARE YAW I" Ew DSDdtES 241CAFEG BELOW. FOR E O USS TRAIN THE CNOGRD. REDUCE ANCHOR WADUC BY YIAM.tiG SPACING SRDRx OV S6ICW{E BF ME FONLOnWc IACfORS REM O SPApNC OOTATNED MUG FACTOR 5R l NOT BE LESS WAR MVNxW SPACING µDILATED FOR MR ^t%CR TUC. FACTOR EDGE TAPCON TAPWN WITH AWµCED THREIDFORM TECHNOLOGY ALL POW SOW SET BLUE TAP W/ CAP' TAPPER 1 I.N. MIN. SPACING ED. MIN. SPACING - !' Hx. SPACNG = T SPACNc - ] t/2' Lnx. SPACING - J' - J Jf4 {' POCUaR[ICDRECTOE @Opl k {q(dD (OFJdI[ OJ{YEIE My( PRED CONCRCLE OUwGeouN k POcUopnCcDRu D [ DWIKt MM.r IBt tn.D w E2 eLG M.r AMta-31,K"M. x ]' IA O.SD to 0.70 1.0 O.B4 1A a07 1-0 2' - 0.11 - - - 0,9E - 1 M43 - 1 � ///./r 02017 IILIFCD, INC. 02017 EASTERN NEUL SUPRY. BIG. LLLLLA • UCENs`•G• 49 ` S *�1 b a /, ' AO TAIFO % T L E -coC O Twa. TILUT TESTING k ENGINEERING COMPANY ulf Rr. xa s. R.. YJL N6SA. GwRvc. rLw.FN J1m Pr.P,,,:(30 e)m1-uJD. FPA:(Jos)sn-Iml -maEe llUURGCORPm Gwsn9 Wkn. A MLT JR P{. FLGRG, L,< 1441A1 ■ ■ . ■ S S A American $hM$ef $Y9}Bm9 Association, Inc. 4268 Westroods Df;" West PGIm ReOer, FL 33407 H ,M Bon Shutter Accordion Shutter System H.V. HATIE N1 W/ W W/0 HV. NiWOY! BADE uscwin0n wrt OPAW:, I1r: LC I OLD 19-GBS T/ZT/T wTc m/27/n .L"•-.�('---�'-�• _ tp •••, �RI.. {k.... Lp� • ..... ` L f "«N�4,•FN .Mt /a..- 2 ORAV/MG No 17-167 a 4 ,} :111 :P•T cl. ., RILE, tlaa . Ills: e. 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W/55' FIR NORTH FIR SOUTH E"I .4lcA.SO.'A W/ MIN. C=0./3 W MIN. G=0.36 WALL MDUN0NC5 CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUM T M, N, 0 & R FLOOR MOUNTINGS W& X M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS R.O. WALL MOUNTINGS 8.0. WI MOUNTINGS W& X W& X P& 0S& Y S& Y S& V OID M'ISt PGSIf WCCaI 99L wSP£I�IFEM L-A 09 wG1KPS+R I3Y(e0 f191IO.Y RC41TtlR E'-0 RIDII'aY I�'iR MI61TJ OID 4YI6Mla CYI OID IT£Im1'HO%UIQCLI�Yl OC,PyI ]0 a0 80 )5 90 OS 30 •0 60 )5 90 05 }0 •O 60 ]J 90 OSOas)•v90OS0 09 12 f0 10 9 8 b 6 6 8 6 6 8 IT 10 10 9 b 86 6 6 6 6 6 6 6 6 6 6 IT t2 10 10 Ip 10 9 B 8 6 6 6 6 6 6 6 5!• a J 2 60 12 jgt2 15 12 40 12 05 12•'-0' JD {0 60 )5 90 OS ]0 •0 60 15 90 05-0' f2 t0 10 9 8 b 8 6 6 6 6 6 IT f0 10 9 8 B6 12 10 10 9 B e 6 6 6 6 5.38 a6 5 b 6 6 5 5 S 3 J.5 aS J 12 IT 10 10 10 9 9 8 B 6 6 6 6 6 6 6 5 6 6 5 5 • • a•] { } 2 t2 11 12 12 q i2 4 4 R 12 R 12 12•_0' 12 R2 li9-0' 6'-0- 12 10 10 9 8 6.5 , 6 8 8 6 3.4 S 12 10 10 9 B 10 10 4 6.5 d 6 6 65 1.-- 12 t0 10 ].5 a.9 ] 6 6 B 5 { 3.5 12 10 10 fi 3.5 - 6 6 9 ].! - 6 6 55 5 ]5 ] 12 10 9 a - - 6 8 a 10 a _ _ 6 6 3 .5 35 ] 8 S • - - II 12 1] 129'-0't0 -v t2 1C ]5 • - - 6- - J.5 - - - - - - 12 12 10 ].5 - - - - __ - - - _ 6 -55 •.! tb - - - - - - - - 6 6 •.5 3 - - - - _ - - - t2 i3 12 12 12 12 12 12 R 12 12 12 12 12 t2 L5 10 95 12 1.59.511'-0 ". 9a BS B 0. 8.S 8 ].5 6 12 12 12 12 12 li 12 12 12 11 10 9.5 4.5 BS 8 ).5 8 ) 6.5 6 ] 6 55 •,9 12 12 12 @ i1 13 OS) 9.3 B ZS fi.5 b.5 6 5.5 S 5.5 3 {S • f.5 3 4 10 5.5 - - - 6 6.- 12'-0 IT ID •.S - - - b 6 4 - - - t2 10 J.5 - - - 6 5 1]'-0 12 t0 - - - - 6 6 - _ _ _ 12 10 - - - - 6 {.5 - 14'-O" 12 10 - - - - 6 i5 - - - - t2 ] - - t5'-0• 12 - - - - - 6 - - _ _ _ 12 _ _ _ _ _ S _ _ _ _ _ 12 12 1210. 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SEifC%3tZ,fcAYI14E/DATE TILUT TESTING & ENGINEERING COMPANY J6s. wlgw 9aRoors. Nolia.ufe P6m• : (M)B)I-me . F9.: (W5)ml-1331 •'"°I' INbt<OEu.eem -XII)t6, ]°04iL16719 1 11. P.E. rzpRpa M 1 ••I67 American Shutter $y311tn9 Association. Inc. 4268 W'estroptls .rive West POIm Beach, FL 33407 H.V. BLADE g1 W/ OR W/0 ILV. IMMM EIABE p,, N C6CPJPl10N art LWAM In. le 1 0l0 1s-pas i/n/1 Mrz: m/B/n a J DRAPnNG No 17-107 - ­ . ! ,N'AM MIEN 1/4-0 UPCON OR / ( THRCFAOFORN PENRRai:ON INREnOE0 MCA TO £YISTINC WOOD HEAOER, n ` (SR S<HEOULE 0'1 SHFR 15) — �'• I `• `OIISIINC Mill, IN 1 x F4• WOOD IIII'' HEADER REOWREU E �s- Ex aA EL I L t-- 1�EFAK � al 9¢FF 19 FOR eNLS md® (u)HY—WALL HEADER INSTALLATION MST= �wNT� V"..y LIIN. SEP0.WNON TO GLASS n l — j (SEE SC, COAT EON ShER n) j L ■ C 1/4n TA CCN OR .• TAPCON IN A .CED THHEAOFORM TECHNOLCCY W/ 1 1/Y Yin, PENETRAPON OF FIRMED A TO CNSNNG IWOOD HENDER. (42 stiNa E ON WET IS) t N:L SEPAGMN 10 aASGCNINE 1 (% OR 1/4'R-20.0/4• S.S. 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