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HomeMy WebLinkAboutProduct Approval 112R12015 3 Florida Building Code Online g0l 4 41 44�„ w BCIS H... Log In User Hot Submit Stats Publication.' FBCStaff BCISSiteMap daDeplmm eirt, Links Search .(Q) Product Approval rofe-srIN - .. I 0tA--' :mjUSER:Public User Regulat! ,i I Product Aonroval Me-nu>Product ar At3olfcation Search>Agollcation List>Application Detail FL# FLIS50-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Assbtiation,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 Arbitect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Recei,ved Florida Engineer or Architect Name who developed Walter A.-171111t,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Mal agemen I f-Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Rec� ived Certificate of Independence FL1650 R10 COI HV Accordioh CI HVH2.nor Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 29/2015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04128/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary Of Products I FL# ModeIr Number or Name Description 185011 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing* 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO IT A.S.S.A. INC. drawing DPWG,15-081.r)d Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:NIA Evaluation Reports Other: Large Missile Level "D", Max span Is 12'-7"for 35 psf FL1850 RIO AE A,S.S.A.INC. P,E.R DR%AfG.15-081,od positive ASD load and IT-O"for 35.psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1 185012 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks I(Combo) -HVHZ-Drawing415-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ.Yes FLIB50 RIO H A.S.S.A. INC. DRWG.15-079.r)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level'D". Max.span is 13'-2"for 30 FLIB50 R10 AE A.S.S.A.INC. P.E.R. DRWG.15-079,pdf psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party-, Yes negative ASD load for HVI blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25,28 and 26A of installation drawings for other spans and pressures. _143 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only(HVHZ)-Drwg#15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO H A.S.S.A. INC. Drawing DRING.15-080.odf Approved for use outside HVHZ-Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant.Yes Created by Independent Third Party: Yes Design Pressure-N/A Evaluation Reports other.Large missile level"D".Max.span Is 16'-O'and FL-1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.od 14'4'for 30 psf ASD negative load depending an Created by Independent Third Party:Yes centermates and locking rod configuration for the HVI blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-O"for+75,-75 psf for metals stud mountings and 8'-O"for 110 psf,for HV1 and HV1A working In unison. See sheets 7,11, 20 and 19 respectively of Installation drawings for other spans and pressures. sacs'. r:art Contact Us;:1940 North Monroe Street,Tallahassee FL 32399 Phone:SSO-487-1824 The State of Florida is an AAJEEO 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 L-mall 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 If they have one.The emallt 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 here. Product Approval Accepts: WIMEM i ,I ECO WALTER A.TILLIT,JR.,P.E. tilteco@aol.com VL RP.License No,44167 FL E.E.License No.OD06719 PRODUCT EVALUATION REPORT d REPORT NO.: 15-043502 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB--CATEGORY. Accordions PRODUCT MAME: ' Bertha H.V. Accordion Shutter System HV Blade 1 WI orM HV Window blade SUBMITTED B : American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm (3each, Florida33407 j ;I 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillpit, Jr., P.E. (System ID ## 1906)as a Revision to FL 1850.1 to the American Shutter Systems A�sociation, inc. (A;S.S.A.), based on Gaulle Chapter No. 61620-3, Method ID 6f the Florada Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein; and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and-o verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and .revision in case of a j Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUMMED: O ED: 2.1. PRODUCT EVALUATION DOC.UMEMT (P.E.D.)._ Drawing No. 15-080,titled "BERTHA H.V. ACCORDION SHUTTER S` &EM";HV Blade #1 W/ or WfO HV Window Blade, sheets 1 thru 20 of 20, prepared,by Tilfeco, [nG.; 'signed and sealed by Walter A.Tillit, Jr., P.E.; dated 41115 M&r Awing is an integral part of this Evaluation Report. "till § -n 11r--f m,,,.....;,.+ �, + 4 ..n- � s ax: (305) 571-153 . 6355 N.Ud: 36th Stroet, quite 305,Iari,�iorida 33166-Phorle°(30 )_� _f PRODUCT EVALUATION REPORT NO.15-0415,07, 2 2-.2. TEST REPORTS: For HX Blade 11 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1,2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed. and sealed by William R. Mehner, P.E., and Henry H8tten, P.E., jointly with ATL Reports # 1004.01-05 dated 11[16/05, signed and sealed by William R. Mehner, P.E.#, 1.214.01-'05 dated 12120105,. signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report 4 0317.02-06, dated 05123106 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. I!CM-223, dated 0310412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # I OFM-718, dated dune 22, 2010, and Report# I I CM-233, dated 030412011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-6 Additionally, Report No. 0210.0I-11, dated 0211112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. -Gonzales P.E., qualifying stronger Blade I with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Larg6 missile impact and cyclic loading under ASTM EA 886 and E T996, as per section 1609,1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report#0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Haften P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report# LTG -07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaborqDoldan P.E. Testing for Polycarbonate Bayer Mark-rblon 3103 for Weathering 1(UV exposure) per ASTM G-156 and ASTM D-638, per section 2614 of the Florida Building Code, pet-ETC Laboratories report # ETC-07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDold.an P.E. Tensile test as per QC metatfurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic; Innovative, Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sablo, dated 7/17108, addressed to Lastem Metal Supply Inc, to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propertp TILL/ PRODUCT EVALUATION REPORT NO.15-0415.02 3 2.3. STRUCTURAL ENGlNEERIN.G GALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs.,,' design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616,1of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 Apfll 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit,Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1600.1.2 of The Florida Building Code! asper ASTM E 1886 and AST M E 1996, as well as Protocol TAS.201 ( for Blade I and HV blade l qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)A1 perlASTME1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE' Accordion Shutter System has been verified to sustain wind pressure's. Maximum Shutter Span for HV Blade I shall be as indicated on sheen11 of,'�,20 of product Evalbation Document (P.E.D.), Drawing No. 15-080 at detailM" on Sheet 7 (for Keystone Mounting 11 ), 20 (for metals* studs) and `12,13,14,16 of,!20 of Product Evaluation Document(P.E.D.), Drawing No. 15-080. Maximum shutter Span and anchor spacing forWindow E3lade 1A shall be as indicated on sheet 19 of"drawing No. 15.03o. -5. INSTALLATION: For HV Blade I Shall be perform'ed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and X20 of 120 of Product Evaluation Document- (P.E.D.), drawing No. 15-080. MiMMUM sepir8tion to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet I of 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall bl performed strictly in i accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as 'Indicated on sheet 19 ?of drawing Mo. 15-080 6. MATERIAL CHARACTEMSTICS AND SPECIFICATIONSu Shall be strictly in :accordance with General Notes and Co�pone,hts indicated on sheets I through 4 of 20 of Product Evaluation Document! (P.E.D.), drawing Mo. I 15-080. Anchor specifications for HV Blade I shall be as indicated d on:sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.,��#Faftq No. 15-080 4 PLO PRODUCT EVALUATION REPORT T No.15-0415.02 4 f 7. UNT A TI(OMS AND COMMAGNS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1.0, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15=000 prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product fie installed within HIGH VELOCITY'HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be .Installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19.of 20 of drawing No. 115-080. Product Evaluation Report prepared -by Walter A: Tillit3 Jr,, P.E. (Florida License No. 44167), President of T111teco, Inca (Florida EB=0006719), a' t. A INIE 4,Q 4'98,10 1- AeFt 0 FOR WINUOVI BLADE: STB" VARIES .918, M .0 ex. 9 I°Sg 4.37 p Pai 4.135 MARIEF, S QLADE N.. (�)iHV lJNlVFEaAL.FLOATER QUALIFIED F_OR USE Wl CO UNDER US PATENT# 5458179 QUALJFIEP FOR USE W/ HV BLADEQ C HV BLADEU-1 I 6065-TEi ALLOY AND TEMPER I HV WlNP2PffJaL6QE r,003-T5 ALLOY AND TEMPER UAUFl FOR U E W BLADE,�l W M2EL D _r *SEE UMrfATIONS OF USE OF BLADE(0 ON SHEET 19 6063— ALLOY A D TEMPER 6063—TEI ALLOY AND TEMPER 3.226" 6 "(TO"" .670' 2.226' 2 .815, 1.436* .12 PTER W/,LIP 2. 0.072' HV ADJ. ADA .92a QUALIFIED FOR USE W/ HV - ,,A V WAL —OVER TRACK BLADE(D QUALIFIED FOR USE HV @)HV TRENCH TRACK (�)HV AN, FLOOR TRACK 6063-TO ALLOY AND TEMPERBLADE QUALIFIED FOR USE .W/ HV (P HV RAINGUAR0 QUAL)FIED�FOR USE W1 HV 6063-T6 ALLOY AAD TEMPER BLADE Q ONLY. BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U �OEE W1 HV 1,!336, 1 r 6063—T5 ALLOY AT.TEMPER 606 D TEMPER Max 1 Li I" 1�915" 0 VARIES 1.130" r '06 670 .060* _.Q60" 070 3.529. 3.6 V7. 70 3.=9 n1l HV CEILING HEADER HF-4r)ER/SILL WALT_ HF_ADgR/$jLL USE W� HV BLADE(I)ONLY 6063—T6 A" AND TEMPER qOXLIFJED FOR USE W1 HV BLADE 1 ONLY. Q I. F USE W/ HV QUALIFIED FOR 1 _' SEE SECTIONS FOR VALIDIP SEE SECTIONS FOR IAIIU&E�) SLADE($USE W/ HV 6063-Te Af-LOY AND TEMPER ONLY. 6063-76 ALLOY AND-TEMPER 6063—T6 ALLOY AND TEMPER MK X MR Y MK t COMPONENT A T, T2 2' 5-MAX. 1/8- 1/5- 18 2- S'MAX. 9,192- 0-192- qOUFINEDEFDR USE HV ALUMINUM ANG�E5 2_5NGLEs ' 7'WX 0.190- 0.190. QOAL�FIEDFOR USE W/ KV -T6 ALLOY AND TEMP BLADE Cl) QUALIFIED FOR_USE W1 HV LADE.(D 6063—TB ALLOY ARD TEMPER 6063 BLADE(D ONLY, E Fi S­ 0063-T6 ALLOY AND TEMPERdd�paaFLORIDA B ILDIRLME If, cone Lone (High Velocity Hugic &on. ID 2015 EASTERN METAL SUPPLY,INC. SEEM,% N'wTM Accordion Shutter System Z M ME 0�,N C. Awsw N.V.BLADE 711 W/OR W/b H.V.WINDOW MADE American Shutter Sydema REY.N. DESCRIPTION DATE upAwm et: ht.L TILLIT.TESTING fc ENGINEERING-COMPANY Assoclaflon, Inc. I OLD 11-191 3�/10115 VAIV 04/11)/15 OF EM5".W.35th.St.,SL,.3W.MRGIKA�DSNS.FLPFUDA 3310 +268 West Reads Drive 2 — DRAWING No Phan. (305)971-1-930'.FDX 305)371-1531 West Palm Beach, FL 33407 ........ -1 In 3 15-080 r-.N� -=6719 Phone: (800)432-2204- Fax: (-5S1)209-8Z8O 4 ININ WAETER -'C A.TILLIT If.P.E. SIGNATURE/DATE FLORIDA U..11 44167 SHEET 6 2_OF 20 ERi ASSEMBLY' SCHEDULE FOR $N 17T—T -HV M—HV Y2"MIN. LE*NNCE: 625' 41 40 TO BLADE TOP (D W BLADE I &\ r-@ >--9 11175"- HV WINDOW OLADE =11'7Q.25' W BLADE 1A a9R`ll-lI--x GLADE'S .675• y HV-LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING T P�llnll FLAT Pon N- 40 HV NYLON HAT WASHER ERLA [OR a 3766" '10 OR (a, qffic' HV WHEEL CARRIAGE AtSl 302-303 SERIES x 44 w WINDOW 0.87o"x3/ir THICK NYLON WHEEL. F 2 7/0'MIN. CLEAR 0.188"0 AISI :302 SERIES S.S. RIVETS EPARATION SMYEEN BLADE -0525" ILw' fl HV 1 3/4'ACCORDION PIN W1 #S HEAD EXTERIOR OPENINGS --h!; D"Cl XTiRs .7500' W 2 3/4 ACCORDION Pl.N W/ #8 HEAD41 4 2 11r rj�=N EICLEAR EMCE14 TYPICAL HV WINDOW BLADE (2 AND POLYCARBONATE IMPACT RESISTANT HV WINDOW 5 POLYCARBONATE HV WINDOW DETAIL I W"'No 3V 47 F2 1'/I- LEAR AOR or N.T.S. TEE.NOTEFUy EQ TS �o IREME (DOR I POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE OLce RESINS, UV—STABILIZED GRADE OR SABIC TO BLADE EKTTIM INNOVATIVE PLASTIC LEXAN 103 RESIN y zzz OR (SEE NOTE "F" ON SHEET 19). (3 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W./ HV(D OR E)CTERiOR POLY-CARBONATE SOURdM FOR(B) HV g BLADE. AFPPCMLE �I:T TYPICAL SHUTTER ASSEMBLY Hv PIN OR MCAL PROPERRES STMOMD — —— T?AT L (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT RIOR BLADE'S KNUCKLE- EX7ERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D w,:,24�* (SEE NOTE* FOR SPECInC GRA1= AMA 0792 0.043 W.A. 043 W.A.' BLADE WHEN CORRESPONDING TO INSTALLATION "N", SHEET 7. 3 T. � REQUIREMENTS) lEfisitz YIELD smiNcal Mal 0.30 1.4.0 p.wo P.J. 'P. FLEXUMSTRENGTH AT YIEW ASM0700 1Z506 Paj. 13,40a pal (3) HV PIN @ OR @ W/ 112" O.D. 1/16" THICK S.S. WASHER FLMM UODULUS AM D706 340,000 p...L 345.660 p..L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IMPAca homm TZOD ASM=5 10 FT—Ibli, 17 17lbl. SHEET (0 E AF SMOKE vulsay Asr"=43 4745 04�5.X M ,PEEL CARRIAGE DETAIL WE OF OURNINs =tomv C-1 CLAss -1 GL­ MiSE BLY LAYOU­r SELF IGNMON ASTM DID29 1040 T 0.0 T AMI G 55 TWPZ MWOM NrlEl MTHERIN-1 AlWnM =2 p..L B040�l iHV BLADE SOLID BY WINDOW BLADE DETAILS TENSILE STRESS BEFORE WEVVIN" G Jsm Qu AW P..L B—Psj. N.T.S. FLORMABILDING CODERgh Velocity Hurricane Bone' @ 2015EASrERN MEIAL SUPPLY,INC. \'41414 .......... % GE HERTIM& HwTM mtter System C 0 Accordion Sl ;4 C. H.V. BLADEEl W/OR W/b RV.WINDOW BLADE # American Shuifer Systems SEY.N. OESCRIPTI011 ME VRAWN BY. hLL TICCIT XTE OF TESTING & ENGINEERING COMPANY Assoclailon, Ino. I OLD 11-193 34/10/1Z DATE. 04/10/15 SS H.W.36th.5L,5(,.205,VIRCURN GAMENS.FLORIDA 3316 4268 IWO. 2 t Roads Drive Phone (305)$71-1530.Fax:(305)871-1531 West t Pam Beach, FL 33407 DRAWING No 41 Ea-0006710 Phone: (800)4,32-220+ FaX.-, 15-080 70NA a 1 WALTER A.TlLU­r Jr.P.E. 4 SHEET P.E..SilgSIGP3tATURFLORIDA U.. 44167 5 4 OF 20 POURED CONgRETE ANCHORS I I r CONCRETE (SEE SCHEDULE ON SHEEP 13) --1 OR REQUIREDr EDGE of I,,m., tL)crm i I i .i tIltss ai1 i i i I 7 SLAB IF LA7 SHEET 19 R I (sFs scxmu�OR I ' I ' ' I r D APPLICABLE EXISTING GSGLOCio HEX GATioYK / ESDSCREW ® I sHEEr 11) I�r' i'i IIi 'II-(sI,sIWE.sRsEFEpmATRttAnnUEpNo 'i IIi I Ie � 1 I r I i t 9 i 1 aR 1 aR 15 I 3/a aux- 12"0.0. ti i i i i SJa FII. CONCRETE ANCHORS I IXL; NG .1. 7 r (SFE scHEDUtE ON I g SHEET 13) EDGE OF XItSTTNO GLA ' ' EDGE OF 1 EDGE IF IAB IFB !!! i SLAB IF1'� EDGE OF SLAH IF APPLICABLE M� I r ; APPUULE E.Q. E.O. -SLAB IF APPLICABLE APpUCABLE 'XxrZSlt1: 0"r i i ii FOR OIALErilM, I I la I O POURED-// POURED G ©1��1att 1 OR CONCRETE CONC E•O.4 i I I REQUIRED E.D. E.D. PDUREq REQUIRED FLAT HEAD CONCRETE ANCHORS FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEEP 14) ©.HV CEILING 'INSTdILLATIOIUI� SOY FLOOR INSTALLATION t K—OVER INSTALLATION. 11 TRENON INSTALLATION VAUD ONLY FOR UP TO•+70,-75 PSF AS.D. ` DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 14,SHEET 11 s roSoN r r i y 'CONCRETE ANCHORS •i I i ?� EXISTING I—�----- i i (sm-SCHEDULES ON EXISTING MIN.SEPARATION r'I I i SHEETS 14&14A) GLASS O I I`(SEE SCHEDULE q t( t --•—O TO GLASSIXGLASG MIN. SEPARATION ��l' -� T GGt SHEET 17} i _ � r CLASSI 1 �-----{spa suleo , y/4. (SEES HFSIULE b i i t r i/4 0 my Butmt TAPaN W/ art st�i n) 1 AauAfI -ITL FORA SHEET 11) TMIML06Y on 1/4'0 P041'L7tS ' 1/4" I I I FASIENFRS TAPPER+ANCHORS W/ 1 t 3 0R 15 , fF1Dx3/'4-HEX i� I i o.C:t FO/R4UP 70 G-W SFAv AND • I m NLN. WWASHER HEAD V ac.FOR SPANS LARGER THAR . 14x3 4" HEX HEAD i 1 s" TEK SCREWS I I I e'-0'UP TO B'-O"SANG APPLY / t �{ H4 12'•D.C. I 1 SFAlAhT AT flBT!'FAtiIENF�i HEI,O 7EK SCREWS a 9"O.C. I 3 8 'i I i r 00)(SEE NW E, oN sNlfT•it � t OR i, m-2D S., M.S. CONCRETE ANCHDRS .1 B" , '� 6 .(D '[• 3/a /f14x3/4"S.O.S. FSR UNrrATI S 3/8 (SEE SCHEDULE ON n 1 , 714 B"•O.C. - I 1/4 I sFALANT- ..,i_.., w: SHEEP 14) Max, 1J4"0-20x3/1. fits -usluo I/4', NULs CONCRETE ANCHORS SEE NOTE 13(6) 014x3/4"KH.5.0.5. t POURED CONCRETE (SEE SCHEDULES ON ON SHEET I ® 9"0.0. :• ` EXISTING NON SLRUCTURAL. -.D - - OR CONCRETE BLOCK -SHEETS to& 14A EE ) NOTE 13(b) „10' ••`2.00`MIN-'^„ vtAU.7Rat(oEaaanTtaE REQUIRED POURED CONICS!CON SHEET 1 °" 1'o•a EA; sill) OPTLONAL- POURED .- - EDGE OF OR CONCRETE BLOCK �;r,•MIN:•:: '`- CONCRETE- SLAB IF U WALL FLOOR I ATi{l t jLEgUIREO K' POURED CONCRETE d REQU ftEG REQUIRED APPLICABLE — Y NWALK—OVER INSTALL ATiON ---- UJ -HV„--RAINGUA�p_INST,4LLATfOI�_fi L� K=—A���— -_ Q KEYSTONiE MOUNTING INSTALLATION NOTE FOO CQh10INATID2pF SECTIONS., —”' MAXMUICA,5.0.-DESI_.PRESSURE++64,-72 put SEE -I. MAXIMUM SHtffTER SPAN-D'-0" ._ *e D.-EDGE DISTANCE L IRIS INSTAtSAT74N SNAtL 8E INSTALLATION p�"�j'n j� j p p''�p'' M \�) �/ ASSEMBLY (SEE 4 FOR TfPICA4 SHUTTER (SEF.SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT Q RRUDE hjAAONNSHE EfUf 9 �R d II V J 0 A LLAT I O I V D C TA I LS V11' /j (D HV BLADE --- 2-MOUNTING=SECRONS-CAN-BE-COMBiNE4 _ - --- - --._ OR ENTRANCE ! IN ANY WAY TO SUIT ANY INSTALLATION. UAli h Velocity Rdunrycane Tarte 4On4q�S"• - --©2Oy5 EASTERN METACSUPPLY,-INC. "- n "' SSE 8 p jo �^ Accordion S1aut�e�Systema i r cc u A 89 c. R Lt [7 1+ E7 H.V. BLADE ski W/OR W/0 RV 1NiNDOW MADE 1AmarIcan Shutlet SySfferns REY.N. 13ESCHIMON DATE DRAWN BY: ILL TIL.LiT TESTING & ENGINEERING COMPANY A 39th.SL.SM.SSS.MGM GAR0EN5.FLORIM 3310 Assoclaflon, Inc. 1 OLD 11-193 4/10/15 DATE a4/la/Is ............. � a-mall:tiff .000:(305)87'1-1531 West P West di, F 0334 2 DRAWING No c� tq a-moll:iflt9co®OOl.cam West Palm Baochr FL 33407 3 WAt7EREUh Tl05719.P.E. Phone: (800)432-2244.Fax: (581)209-8380 ,y 15-080 P.ErS / t�Afiulir/DArE FLORIDA UG.#44167 s SHEET' 6 7 OF 20 ZEE ENR, WALL CON EGTION Q TAILS ON SHEETS �p� �p ��G SEE NOTES ON Lociaw;Roos(D,Hv LooNs 9°rQ OUT 90' FIN EXISTING GLASS INSTALLATIONS V Y f 7�1 V r ANO ALTERNATE HV LOCK 0 ON SHEET 5. B I_A®E W HV C E N T'E 'MATES CEMFAMATES APPLICATION WITH BLAGE01 1 QaR®°"©+OonOoalO+©aR OR SEE ENI) WALL CONNECTION ' 1 p+t 5 an©+Q3 onQ+Qart EIXISTING GLASS DETAILS O _—_-------- ____---_______ z'xz"x1 U /e'xD'-z" 8 + 8 as 9+I as 19+ 5 oa 9 _ (6067 T6 ALLOY)ALM. ANGLE yr/(z) 1/4'0 TAPCON ' 1/2° °a Q2+® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES (TOP/6oTTOM)do l /)10x3/4"S.M.S.80 ,z^ CENTERMATES MIN.SEPARATION (4?oto%1/2"S.M,s.TO'NBE I O.c.FULLLENCHT. 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VARIES ES pp��`' ® '� of L•J•� OUT 6 1/2"MAX.SLACK OUT S {F�XRI�R�« Y➢V E �S HVA °° A'TII�/7�~= MQR10A BUILDINGCODETIgh Velocity Hurricane Zone eq1� �` �•`(.rE,m$ZC ©20.15 EASTERN METAL SUPPLY.INC. ,NYYa 44l 67 c QcL a nQo QCi6�`l C;l n Ger S AL Cs C ® a.�. ;�; �: Accordion Shutter�ystc�. k ~ P H.V.BLADE IFI W/OR W/O H.V.WINDOW BLADE �o •J� ; American Shuffer Systems REV.N° OMRIPRON DATE ORAWN DY: hI.L TICCIT TESTING & ENGINEERING COMPANY A5,B00{afion, Inc. 1 OLD 11-797 4/10/15 DATE 04/10/15 �F '.••�• •,.•' � 5355 N.W.Jath.51,71l 309,V.Fox (0ENs,11DRIaA 3316 Phon°:(305)671-1530.Fax:(705)671-1631 4286 West Roads Drive z DRAWING No • �O�A,' F-m°Ii: lilt°cc®5of.com West Palm Beach, FL 33407 3 , l��.,,rr, �,•.• ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 _35-080 WALTER A.71LLIT Jr.P.E. P.I-SEAL/SIGNATURE/DATE FLORIDA Uc.1)44167 5 SHE E 20 ALTERNATE INSTALLATION W HY "T" LOCK D HV MALE FE ALE "T" LOCKS CENTER .TES WtKERS S W 7 V BLADE SEE wF,DCONPIECTIO__ N bETM s 014 MEM 10 & i8 ° INSTALLATIONG� NV BLADE our, s iM �I�"ND CLASS — W 1^!D ,cNTERM,4TEs c7J02_ . BL D,(D SLACK OETAL HVF.IMICATM ON SHEEP 8, - 0-&04-&Q- Yry 8+� AS WELL As UNNF41SM,FLOATING BLADE®bETA14 HDD-tND, ' "aa 7 $m 10• m lHINDICNIED tlN'MIS SHMT.MAY BE It yyW11N IF145 AL1FIiNA SfAt(ANON DETAIL Hiw'SHOWN IN THIS SHEET. SEE SND WALL CONNECTION I iD+�m®+13'mQ,©m DETAtIS ON SNEk�IS 9G It Aly I { .p (eD�yb73{T�9 AUAr AUlM. ANRIAAR ....TO4•CBH�wFl,E ' i �` 35 35 ----- toP—I --..-.--A.'x (DPitDNA*L} } ts3d1ftll s.Ms,To TUSE iii 13--L--xs(a s.M.S.o iz• —'---^------'--'-- ---- —'"—^--- — —AY FAAi ANGIE(IYP) $ 3 — 1 r (� (4)H.V. (4}H.M. tnN15 5 3 30 LOCK T{INSIDE} 1 PINS t(YP.) a s n• c /a• PINS(TYP•7 s _ (s x sa mulB oN s azT s) i - -- - -- ------------- - - r-— -- -- 5 i C ----- 5 �r/a' z• 1/a` �' P 0 UT 31 0R 32 w 33 31 DR 32 31 o z 31 oR 32 2 W 4a7�8"�1d x 3/327'1/2" 'WlNGNUT. 35 DPRONa) SEE NDIE B POR HV LOCK, 4 r Loci,ON sHFz�s. at ( / BPnbNu)HD13—HVB OUT 6-0I]G'—HVC g HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERItATES SYMMETRICAL HD CENTERMATES 'f• 1 iVGyx WY LOCK (EXTERIOR) W/ fes' LOCK (INTERIOR) SFRIES 9414 ALIMINUM (2024-73 ALLOY)IAPGE RANGE 1HIN 0+�m SHEET NUMEUFAC ,PANY F DEL AS M RR.PARINEO BT AWEL OHERRY 10.&A0.0-0-0 m 17704 O PEQUAL F}R'.NEW JERSEY O O ©mO Q D7054 DR EQUAL 6+] + 6+7+ m 6+Q6 an'�9+®m1�+�m 9O ^ V r SBE NOTES DA Low".ROM( h RD(9 LOOKS at SHEET'B UNIYEM MADIM!BKA 05 DE:NL HDV-HYD M k Y VALID FOR ALL GERIBMTES;MCADDNS YI::H BIADEID FLC?AYIN& STACK -- ---- - -_ - - —-= ---__ --- = dol° I DELHi 11 Velarity lklurricane gone Q``p00 •�`C E�� ; .- ..... 0 2015 EASTERN METAL SUPALx,IN0. d aAII Accordion Shutter System H V. BLADE 1 W/OR Wf0 H.V.WIMM MADE F1i'�(7F American Shutter Systems Rw Ro DESCRIPTION DATE DPAWN BY: M.R. P TILLIT TESTING 1fc ENGINEERING COMPANY �•+ D"'•. n p {'�� Association, Inc. I OLD 11-•193 4/10/1 DAIS (14/10/15 ':.M1��•.��V�'lQ[a -1 `V. 6355 RW-35417.SR.St..36Y.VIRGINIA GN9DENS.FLORIDA 3318 4y68 West Roods DrIYB M.G.:(305)871-1530.Fax:(305)871-1531 2 DRAWING No a-moll:Iiitecooval com WBSE Palm Bea-h, FL 33407 3 E9-0008719 Phone: {800)432-2204. Fax: (561)209-6380 4 15-080 " • WALTER A.TItUP Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIM Uc.9 44167 6 SHEET20 POURED CONCRETE -FOUAEb CONCRETE POURED,CONCRETE OR POURED CONCRETt OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONC ANCHOR MIN, EXISTING GLASS —EXISTING GLASS 6'O.0 'i'b'N-SEPARATION -T Z" MIN. MIN. MIN.SEPARATION .=15"BEEt. MIN.SEPARATION MIN.SEPARATION El E//(ql - SCI,EIRILE ON 11 FOR MADE(RAND TO GLASS(SEE TO CLASS(SEE ON SHEEP 19 FOR SCHEDULE ON SHEET SCHEDULE ON{SHEET 11 FDF!MADE(E)AND 1/16"x3" MAX BLADES(1)&(ID 11 FOR MADE(DAND I 11 FOR SLADECIAND ON SHW 19 FOR i%MT6 ON SHEET 19 FOR ON SHEEP 19 FOR SO' I GO BLADES([)8; VLAOn(1) (LOCATE AT A rLDS& 1,/ PLATE. (LOCATE ER SID M El AT EITHER SIDE OF Sf2" MIN. OF(D) 4USE I"OR 2'MAX_ J(As APPIJCAeLr)N2'xl/8"xO'-2" -—-—-- I ALUMINUM CUP ANGLE #IOXI/i, -MS Al 01 ox1/2�S.M.S. 0-6: 40 16;� k -fl/ N�', (5063-TO ALLOY)AT MJDHE`Gir 4 (1)Jj1OX1/2'S.M.S.TO(pul , 4 (Z)1/4rO TAPGONS ANCHO WALL AT 1"O.C-(LOCATE AT rJ SEE DETAIL,X MEL/ EITHER SIDE OF(D SIDE CONNECTION 1 OR & eOR ®° SEE DETAIL X FOR I OR TO TRACKS -E DErAll.X FO SIDE CONNrCTION SE .SIDE CONNECTION 7--@-9-0.0-cs-0-9. TO TRACKS &@-(5- END CONNECTION DETAIL END CONNECTION DETAIL T END CONNECTION DETAIL END CONNECTION DETAIL 4'•REQUIRED Y FOR SPANS.GREATER PG DREG CONCRETE OR EXISTING 4. CONCRETE BLOCK WAIL CLASS -—————z=NG GLAS�; REQUIRED ——— WAMON 1/2-S.M. ———— —-- TO Gl,-6S(SEE G 161 C. \ -M MASS(SEE -u—_------ SCHEDULE —-—-—- OR@ OR OR SCHEDLILE ON SHEET SCHEDULE ON SKEET I IN. 11 FOR Er 19 11 FOR SLADE OI AND CONCRETE ON SHEEr 19 FOR ON SHEET 19 ANCHOR COD ELADES(1)&(9 DOOR 1 OR'I OR @ ANCHOR Ell 3--1 6 16' 1/:2r-MIN. O-C. V�Mlll--_ OR Eq SEE LIMITATIONS OF USE FOR 2. IN. 2"MIN. BLADE Qq ON SHEET 28 M OR(D3o�(qw(g VIEW. L5 e (jb OR N- PLAN DRQ '-2 DETAIL Z POURED CONCRETE (D OR 6W an END INSTALL TION CONCRETE.BLOCK WALL REQUIRED (D ADE OR-IV BLADE =B—HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0,;, NNECTION DETAIL Fl-ORIDA SOLDING GODE(fligh Velocity, Hurd CO cone Lone ED 2015 EASTERN METAL SUPPLY, INC. aAccordion Shutter System 67 El 11 IL E C 0 im !i V. 6tADF JLl W/OR W/O RV.WIDOW BLADE a Ameirlacin Shufter Sysiams REV.8. vE:scAIpnoi4 DATE 'UMVIN W-, iQj TICCIT NGINEERING COMPANY Assoclation, Ina- 1 ULD 11-193 34/10/15 DAED 01,/ID/15 IL IT TESTING & E 6355 NX.35th,St.St.3W.VIRGM GARDENS.KoREM 3318 -2 6a Wost Roads DrIvo Ph... (305)871-1530.Fox (ZO5)871-1531 4 DRAWING No 3i�' ,�lzo, w 07 Welk Palm Beach, FL 334 3 ED-DOM9 p -83 4 L WALTER A."TlusrP.E. hon.. (800)432-2204, Fax: C561)209 5 SHEEr P.E.SEZI'S�C;�M/MiE FLORIDA U..f 4j4r,,p7 20 $OHEDULE #1S HERUr.H #3 SCH dU4 NOTED: (7)L+:MAXIMUM ALLOWABLE SPAN FORAFIBELOW TI L{TO GLASS REOUiREMEM3. MAXIMUM SHUTTER SPANS (MUM SHUTTER SPAN 'LF" tMUM SHUTTER SPANS"L(" GPOSRNE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR 'L--" (ft) R "L-" (ft.) INSTALLATIONS R "L-" (f L) INSTALLATIONS G Foit MINIMUM SEPARATION 70 „(.-t•„ OR •'t {ft) E4ft I.FW(.ALLOWABLE SPAN FOR A GIVEN HEDULE FOR SHUTTERS INSTALLED WITHIN FOR INSTALLATIONS W/ W NEGATIVE ASAL DESIGN PRESSURE RATING® & or or W ONE INSTALLATIONS W/ G /,� 30'-0"ELEVATION OF BUILDING HV LOCK 2 •or Cr k�or HO LOCK j WN7ERMATES• 21 & •ex�,Wj TWO HV OR &• W/ ONE HV LOCKS (y)PROCEDURE TO DETERMINE MAXIMUM AT eO1TOM OF SHt11TEfi.$ j2 l aR L9[ACKS OR TWO ONO LOCKING spM EOR WALL MOUNONGS aR ONE ETV LOCK ORNO LOCKI R0D •® 0 QWTERMATES� & OCKING RODS ®70P/80770 ODS Fl.00R/CBLNc: UM SEPARATION TO GLASS FDR SHUTTERS W/ ONE HHV LOCK W/TWO LOCKING RODS OR W/ N 1 CKING Wj ONE HV LOCK Oft {VALID Foci MaUNtNGQ ABovE 30'-n"ELEVATION OF euILDINc, (5 TOP & 130TTOM 0(SEE NOTES t•F6 RODS 0(SEE NOTES 1':'1-1) OR 6 SEE NOTES t. SHEET 7) GIVEN A POSITIVE ASA•DESIGN PRESSUR AT BaTroM OF stHUTTER is 3". RABNG,DETTEyIAWE MAXIMUM SPAN"L+' N IWI CONCR &Wool, t"wil CONCRETE&WOOD lumull CONCRETE FROM 5C}IEDULF- . �N CONCRETE a WOOD INSTALLATIONS 0 -M. INSTALLATION 0 aS;cait INSTALLATIONS 1E51cN INSTALLATIONS GIVEN A NEGATIVE A.S.D.DESIGN I•nFSSU IRC FLOOR/CEIUNc PR>=77 WALL MWNONcs PR Q P O== fUOR/CSUH MOUNTING IVANG ORSPANS"L-"FROM RATING,DETERMINE MAXIMUM �((NIMUM SEPARATION TO GtAsc SCHED t : Ruwo WALL MOUNTING MOUNTING {"'tP.n..y FtoaR/caLMc MnUMUI(S (Rd•L) FLOOR/CEiDNO MOUNTING (p,v.fJ pLooR wPLL OU NG 1�J DNF'LOCK WI' nTiT i O MNG RODS ((v+•t.)) (+ a _ L+(n} L_{R) FINAL MAXIMUM ALLOWABLE SPAN Is EQUAI L+ 0) L-(H) L+in) L-t L+ (R} L-{R} L+ R} L-{tQ TO THE MINIMUM. DETERMINED SPAN 1NSTAL(ATION W/ INSTALLQION W/ 39 13'-2" i6'-0' 73'-2" 16'-0" 30 72'-3' 14'-9' 310 13'-1" 16'•-0" 3D 13'-2" 16'-0` BETWEEN^Li•"AND"L-". SHUTTER .=M ICA O G 35 12`-6" 14'-10" 12'-e" 14'-t0" 35 TY-9" t3`-e" 35 Y2'-7" 15'-7" 35 t2'-8" 74--70' OENTEfiMATES CENIERMATES 44 72'-3" 13'-i Q' 12'-3" 13'-1b" 40 11'-4° 12'-9" 40 72'-2" 15'-2" h0 12'-3" 13'^Yo' (3)PROCEDURE To DETERMINE MAXIMUM 105" 45 11'-11" 13'-1" 11'-11' 13'-i" 45 11'-1" 12'-0" 45 71'-9" 147-3" 48 1T-t l" 13'-7" SPAN FOR COMBINATIONS IN BETWEEN OR LESS 3 3j8"a 4•" WAIL W/FLOORjGENNG MOUtJTtNGS So tf'-7" IV-5" 1P-7" i7-5" 50 10'-9" 11'-5" 50 ii,-6" 13'-7" 50 11'-7" 1y'.-s" ?105"TO MAX. 3 7/B a 4" 55 11'-4' 11'-10" 11'-4" 11';-TO" 55 10'-6" 101-11, 55 11'-3" 12-ti" 55 111-r7T-7o' FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED s0 tt'-1" 71'-•4" 11'-a" 17'-4" 60 10'3" to'-5" '6o 71'-0` 12'-4" 60 1D'-2" 10'-it" PRESSURE RATSNG: DETERMINE s USE 2 1/2"FOR H0 LOCKYRIM�R&O. 65 70'-10" 10-10" ID'-7" 101-10" 65 70'-D" 10'-0" 65 10'-9" tt'-1S" 5s 9'-$" to"-i" L7+=MAX.SPAN FOR WALL MOUN71NO USE INDICATED VPAIFS FOR FN CENiERMA 710 10'-x' YO'-6' !D'-21 •ib'-6" 70 9'-e" 9'-8" 70 lo'-7" 11'-W 70 e'-9" 9-4' INSTAIIATIONS. t0'-1" 75 9'-4` 9"-4" 75 10'-4" it`^t" 75 - 8'--9" L.2+MAX.SPAN FOR F1.00R/CEILING NIMUM SEPARATION,'TO CIASG S(`HFD II : MOUNTING INSTALLARONS. nTFR Vt/ONF I OGI<tt'TWO LQ xkNG RODS�R 80 9'-10" 9'-S' 9'-7' 9'-10 60 9'-0" 9'-0" 80 70'-0" 10'-9" WITFI ON POCKS s'-6" 9'-3' 91-6" 85 8'-9" W-9" 85 9'-s" 7a•-s" FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE RATING: INSTALLATION Wj INSTALLATION W/ 90 9'--3" 9'-3' 9'-0' 9'-3" 90 a'-fi' 0'-6" 90 9'-5" 10'.-1" DE(ERIAINE: SHUTTER A(ETRI A DPP0�^ING 95 9'-0' 8'-9" 6'-9" s'-0" 95 a'--3" W-3" 95 9'-2•• 9`-IO" Li—MAX.SPAN FOR WALL MOUNTING SPAR ' 1010 8'r-9' 8'-4" H'-6' 8'-s" 700 8'-1" B'-1" 100 9'-0" s'-7' INSTALLATIONS. CENT;;.RMATES CF,.NTER 6. 705 _ 8'T 7--11' 8'-4' B'-4° 105 T-it" T-tY' 105 b°-91 9'-4' UNTI.NNGGLI��SPAN RN OOR/CFJUNG {Os' 2 3/h'I'�'• 3,3/16" Ito a'•-4" 7-7' 8=2" 7'-11" 110 7'-e' 7'-7" Ila 1'-7' 9'-"' OR LF.55 0 MAXIMUM SHI.tTrE3i FINAL FW:IMUM ALLOWABLE SPAN IS fA ?705' 70 MAX 3 1/4 wz 3 1/4'' IIS W-2" 7-3' 8'-D' 7-7" 115 7'-6' 7'-3` 115 81-4•" 8`-111 SPAN"L+"OF,"L-"FOR TO THE MINIMUM BETWEEN-LI-V."L%4t•, !MWED ,s'�� 120 a'-a' 6'"•77" '-1tln 7'-4" 120 71-4' s'-11" 120 8'-2" B'-9° INSTALLATIONS INTO WOOD "Li--AND %2x- USE*2 15/16"FOR FIV'7"LOCK,�€30}W/�5 725 T-10" 6=B" T-e" T-0" 725 T-3" 5'-8" 125 8'-0" e'-5" SHALL SI LIMITED TO 105 �A+�F USE 4 1J8"FOR NV"i"LOCK pJ.Wf 130 T-a' 6'-5' T-6' 6'-s" 13p T-1" s'-5" t3a T-10" e'-1" paf. DESIGN LOAD. (4)GO To ANCHOR SCHEDULE WITH FINAL ER MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV.CFNT MATES, 135 TT 6'-2" T-4' s'-s" 135 6'-11" 6'-2" t35 7`-9" T-9" ASA.DESIGN PRESSURE RATING TO 140 T^5' 5'-fT' T-3' 6'-3" 140 6'-1Pn 6'-11' 140 7'-7" 7'-6' DETERMINE MAXIMUM ANCHOR SPACING, iNsi„!yt[„IaIION LtYTEND 145 7'-3' 5'-s" 7'-1' 6'-0" 145 6'-8' S'-9" 145 __7`-5" _ _7'-3" 160 7'-2' 5'-7." 7'-0' 5'-10" 150 6'-7" 5'-7" 150 •7'-4n 7'-0n �- CONeRetE g LWiSOfiI WOOD 155 7'-0' 6'^5" 6"-1D" 5'-B" 155 6'-6" 5'-5" 755 7'-2" 6'-SC' t H.V. CORNER OENTERMATE#3 MAY BE M.N.O,P.q,R. 160 6'-It" 5'-2° 6'-9" W-6" 160 6'-5" 5'-2" 160 7'-1" 6'-•7° WALL A. B, C, Dr E• USED AT ALL MOUNTING INSTALLATIONS.LOCKING MOUNTING F, K & L 5&V. _7.65 6'-10' S'-1" 6'-8' S'-4" 165 6'-3" 5'-7" 165 7'-D" 6"-4" MANDATORY CO SHAtt HE AS E#5,TED ON 170 6'-9' 4=7t'-"—6'-T-—5'-2'=- —170—--_6-2"_ 4-11' 1710 W-11" 6'-•2' MANDATORY CONDITION Z NOTE S,SHEET 5. FLOOR/CEUNG G, N, h 11 + J. T, U,•W &X. 6'-5" 5'-10" 175 s'-1": 4'-9" 175—-6'=4"— .-e•-a"—- t EXCEP THAT WXIMUM-SHUTTER'SPAN-"L+'-OR--1-�AND-WAMUM ]P---f- _ MOUNTING H• M. 150 s`^6" 4'^8" 6'-h" 4'-10" 180 6'-D" 4'-6" tea s'-8" 5.-10' D GN PRESSURE RATING FOR INSTAUATIONS INTO CONCRETE OR CONCRE - - — -- 185 6'-5" 4'-6" 6-3" 4'-9n 185 5'-11" 4'-6" 185 8'7" 5-8" BLOCK SHALL BE LIMITED AS F•OLLOft _4'-5' 6=2' 4'-7° 190 5'-iO" 4'-5" Ys9 s'-6" s'-s" 7- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,^72 ( y; I )[---])V BLADE 195 6'3' 4'-31' 6,=Y`..-"4•'=6°i-. _195=- _-5'-9 4'-3" _ 195 6'-5" 5'-5' AND B'-O"SPAN 6'-D' 4'-5" 200 5'-9• 4'-2" 200 s'-4"---- '5'�3"-' SEE-MOUNTING.M oN'SHEEf 7.- 205 6'-0" 4'-1" 8'-0' 4'-3" 2115 5'-e" 4'-3Jtt rrrgp 6•-3" 5'--1' - -� _ -(} _. -(,' p gh-'1�elOCi ,-�Ii UTTicane Zonb 0 2015 EASTERN METAL SUPPLY. INC- ER If HA H V TM : V Ac Q1�. uca I3o 'p a cCor€ oS1a�tt � �ste�l H.V.BLADE Al W/OR W 0 H.V_WItmON(GLADE -o TA American Shutter Systems REV.R" OE5CRIPitON DATs Dw+tm tit ML �%: *� �Q� TILUT TESTING & ENGINEERING COMPANY AssociafdDss, Inc. 1 OLIO n-tai a/to/tfi DATE Oa/70/Is �+ F Dass N•W.asth,SL,Sta.303,t9RCWIA CARDERS,FLORIDA 3316 ,.p'•. /n,,,,'^y 4268 West Rdads Drive x DRAWING No ^ �.. Phony:(SO5)671-153b.Fox:(305)871^1531 WsaE Palm Beoch, FL 33407 g o-DICK:tntacomaoiwm a --(]�Q) �^ ` C - E9-DDOB719 Phone:(a00)43y-2204.Fox:(Sa1}z09-s3so �, 1NAL C• WALTER A.1TWI•Jr.P.E. 5 SHEET P. SEpCjSIM NA11)RE/DATE P-MIOA U.144157 0 11OF 20 MI IMUM ANCHOR$ SPACING (InLpCHEDULE FSR A RIVEN MAX. SHLr r_�R SPAN. ANDHORS SPACING LEGEND p�Sj�N NEGATIUF„J_oAD ANR A coRR�P�N01NG MOUNTING JYPE FOR CONCRETE'iNSi•ALLATtCNS TAPCON WRH ADVANCED (SEE MOUNDHCI6 A.D.C.0 AND F ON SHMT 8} -„ TNREADFDRM IECHNOLDGY .-t SLUE TAP t! POURED MKQRtM TAPPER+ NUN A WALL HEADE MOUNRNO A WALL HFADE MOUNTING �1YALL HEADER MOUNTING D.WALL.SILL.BUNTING D WAU. 1 OUNDNa G&F WALL NEADER/SILL {p� fi W Ylj / W MOUNTING tf A5.0...I.11 NEGATNE LO AS-D.DESIGN NEGATIVE LOAD 0 AS.D.DESIGN NEGATM LOAD v5E -.0.DESIGN NECAIIYE LOAD v .1) N A AI7 A.S.D.DESIGN NEGATIVE LOAp i'! 0 j60 2Q5 30 40 60 75 90 120 100 205 30 40 60 75 .40 120 160 205�0 60 75 90 20S 3014-0-t* 1129116D 205 30 +O 6a 75 90 120 160 205 3,-0" 14 12 10 0 b 0 6 6 14 12 10 B 8 8 6 5 14 12 10, H 0 a 8 $ 14 I2 10 0 8 8 8 - 14 12 lO 9 8 D e 5.5 8 fl $ 0 0 8' 7• 5S I.65 14 12 10 9 8 8 5 14 12 YO 9 0 B 6 6 14 12 10 9 0 0 6 A 14 12 10 a a a e 3 14 12 10 O 8 6 6 8 a 6 0 8 AOR e OS 14 12 10 9 8 9 6 6 14 12 0 9 8 8 6 0 1h 12 10 B 0 B 8 6 14 12 10 9 8 a 0 - 14 12 10 9 8 a 8 0 a 8 a 8 8 a 8 7. 4•-0. 14 12 10 8 0 $ e 4 14 72 10 9 8 8 8 6 14 12 10 9 8 0 6 6 14 12 10 9 a 7 - _ 14 12 10 0 $ 7 5.5 - a 8 8 ❑ 8 7 5.5 4 14 12 10 b A 0 4,S 14 12 10 9 6 a 6 4 14 12 10 9 A 0 6 6 14 12 10 8 8 0 - '- 14 12 10 9 0 8 0 D 0 8 0 8 a 0.5 5 'k SEE ANCHOR N 12 10 9' 0 a 6 4 14 12 10 a 6 e a 5 th 12 70 9 9 $ 0 8 ih 12 iD b 8 8 - - t4 12 t0 9 A 0 6 8 a a A 8 0 7 5.5 SPECIFICAMONS 5`-D" 14 12 10 @ 8 8 4.5 -' 14 12 10 9 8 8 0 3.5 14 12 10 B 0 a 6 6 14 12 10 a 75 - - - 74 12 10 9 75 5.5 - - 8 a a a 7.5 5.5 4 3 ON SHEET 13 14 12 "1 9 8 5S - -• 14 12 f0 0 6 8 45 - t4 12 10 9 8 8 6 5. 14 12 10 9 B 3 - 14 12 10 9 6 7 - e 8 8 8 8 7 5 4 14 12 10 9 0 8 4 - 14 12 10 9 8 a 6 35 14 12 20 9 6 8 6 6 14 12 10 9 8 14 12 10 9 6 7.5 e 8 8 8 6 75 S. 4 6`-D• 14 12 10 9 8 5.5 3 - 14 12 1.0 9 0 8 4,5 - 74 t2 /0 0 8 6 e 9 14 12 9.5 74 4 _ t4 12 9.5 7.5 05 3.6 - 0 0 a 7S 6.5 4.6 35 to 1 2 1 0 9 8 3 - 14 12 10 9 a e - 14 12 10 0 a 8 5 3.5 14 12 10 0 4.5 - -' 1+ 12 10 9 75 4 8 b 8 8 T.5 55 4 3 14 12 10 9 8 5 14 72 10 9 fl 8 4 - 14 12 10 9 a 8 6 5.5 14 12 10 9 5 - 14 12 10 9 8 4.$ - A 8 8 a 0 L 45 7`-G. 14 12 10 9 8 4 - t4 12 10 a $ 6.5 3 - 14 12 10 a 6 a 6 - 1-F 12 8 4.6 - - - 14 12 A 6.5 5.$ - - a a a 0.5 6.5 4 3 14 12 70 9 h.5 - - 14 12 la 9 0 4 14 12 10 9 0 7 + - 14 12 10 54 - - 14 42 10 8 45 - a B a ❑ 6.3 14 12 10 '9 7S .7$ - - 14 12 10 9 a 6 - 14 12 10 9 $ a 6 - 14 12 t0 6 - 14 12 12 85 7 8 8 8 8 7 5 A 14 12 lu B 5.5 3 - - 14 12 f0 8 a 4.5 - 14 12 10 B 6 a - 14 t1 7 - - - - 14 11 7 $.5 3.8 - - - A 8 7 55 4.5 - 5`-0 14 12 t0 6,5 3 - - •+ 14 12 10 9 8 - - - 14 12 10 9 8 5.5 - - 14 12 BS 3 - - 14 12 0.5 7 4 - - 8 8 8 7 5S 4 3 '- 14 14 12 l0 B 8 + - - 14 12 70 9 8 8 - -- 14 12 9.5 - - - 14 12 9.5 75 4..5 - 0 e e 7.5 a 4.5 - - -0SEE LIMITATIONS OF USE FOR 14 12 10 05 4.5 - - 14 12 10 B Z5 - - - 1+ 12 10 0 8 - - - 13 9.5 4 - - - 13 95 65 5 - - - 0 a ss 5 a - BLADE lA ON SHEET 18 14 12 8.5 4 - - 14 12 14 9 4.5 - - 14 12 70 9 7.5 - - 14 11.6 4.5 - - 14 11.5 7.6 6 - 8 8 7.5, D 5 4 14 12 10 8 4 - 14 12 10 9 7 ^ 14 12 10 B 0 14 12 5 - 14 12 0 65 - 8 8 D 85 SS 4 14 12 9.6 5 39 - - 14 12 40 D 5.5 - - 1{ 12 i0 9 8 - - - S5 a5 - - - - I15 8.5 6.5 - - - - 14 12 55 3 1+ 12 10 6 3 - 14 12 10 a 6 - IT 10.5 3 - 14 10S 7 3.6 - a 8 7 55 4.5 3.5 14 12 8 +5 3 - 14-112 10 9 5 - 14 12 10 9 a - 14 11 - 14 11 75 - 0 8 75 6 5 11`-D"• 14 t2 7 - - - - 111 72 10 - - - - 14 12 10 - - - - 105 0 - - - 10.5 B 5 - - - - a e S 4 3.6 - - 14 12 4 - - 1+112 la - - 14 12 10 - - 12595 - - 2S 9S 6 A 0 a 5 4 3 14 12 6.5 - - - 14 12 10 - _ _ - i{ 22 10 - 3.6 10 - _ - _ - to 10 7 - - - - B 0 7 6.5 4.5 - 12`-D; 14 72 5.6 - - 1k 12 70 - - - - 7+ 12 f0 - - - - 9.5 7 - - - - 8S 7.35 - - - D 14 12 3 - - .14 72 8 -• 14 12 10 - - Its 0.5 - - ITS 85 4 - a a 5 4,5 4 , 14 12 6 .- 1+.12 10 - - - - 14 12 10 - 125 9.5 - - - - 10.6 93 4.5 - - _ - _ 9 8 6 ,5 4 14 12 - - - - - - 14 12 - - - - ^+ 14 12 - - - - - - 9 4.5 - - - - - 9 8S - - - - $ 66 +5 55 3 14 10 - - 14 12 - 14 12 - 05 55 - - LOS 6 8 6 5 4 3.5 I+ 12 - - _ - 24 12 - - - - 14 12 - - - - 115 6 - - - - 11.6 88 - - - - _ 8 8 5.5 45 - - - - 14`-{1"14 12 = - _ - 14 12 - - - - _ 14 72 - - - _ - _ 6 3 - - _ 9 6 - _ - _ 8 6 4 3 - 14 7 - - 14 12 - - 14 12 - 0 4 - - 10 7.5 - a 7.5 5 4 3 - /^� 14 71.5 - - - - 1+ 12 - - - - - - 14 12 - - - - 0.5 4 - - - - - - 105 8 - - - - a e 5 { ^ - +i !.A1/ BLADE 'SI A!"!,!' ('1 Q3 1 q l !_11f BLADE �1! A®tom 0"1 - - _- - - - I+ - - - - 7.5 - - - - - - 7S - _ - - - - 7.5 5.5 3.6 3 - - - - I 3 Y V F3I hi 6l C lJ Iti \\\1/ I Y V GI C M G _ _ _ 14 - _ - 9 - _ - - _ _ _ 6 - 4S 35 3 W/ 1HV WINDOW BLADE i4 r - 14 - - 14 - - 10 - - 10 - B 75 5 4 16•-0"14 - - - _ - 14 - - - _ - - 14 - - - - - T _ - _ - 7 - - - - - 7 5.5 3S - - - - - WORRi1VlF IN �N�JVly1 ",' + - - 1 - 14 - - b - a - _ a 8.5 4 3.5 i t - - _ _ - 14 - - 14 - - 9.5 - - 9S - 8 7 4.S - - tiaedp°°0"�f�. FLORIDA BUILD{ a Q Hi h VelocitV Rurricane Zone. g6Qg1 +� .. .J,A O 2015 FASTE�1tr=i]RN� It ME�TAALL SUPPLY.INC. 0,�',1 ::�1(j I�cSLC• •ter BERTHA 09�y ;:�;:, L �^>��a r'is: Q Accordion Shatter System H.V.BLADE#1 W/OR W/O HV WINDOW BLADE American Shutter Systems REY.N. OSC918110N DATE vV1YN6X: M.L TA irc' 'nLLIT TESTING ae ENGINEERING COMPANY .Associaflon, inc. I GID 11-193 +j10/15 DATO 04/10!15 ,�,e -y 9355 N.IV.39(h.SL.Sl 345,v❑IGIRA GMUENS,FLOWDA 331 4268 West Roads Drive 2 n� ce•`^a� M.N.:(305a)s71-1530.Fax:(305)671-1531 West Fatm B©9ch, FL 33407 4DRAWING No ��llSHAV WALTER A Qg57lJr.P•E Phan.:(800)432-2204.Fax:(561)Z69-8380 4 - 1 5--080 P.E.SFA j`51BNAlURE/DATE FLORIDA U.b 44167 5 SHE 6 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRE7t OR CONCRETE BLOCK SUBSTRATESDESIGN N PONDING MOUNTING TYPE FUR GONCRETE INSTALLATIONS - (SEE MOUNINGs E;G,&H ON SHEETS e& 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREM (A) TO EXISTING POURED CONCRETE(W1 f'c-3 ktq I mµU OE WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING -7/4'0 TAPCON WITH ADVANCED THREADFoRM TECHNOLOGY ANCHORS,AS MANUFA=REo BY LT.W.BUILDEK.(Min.f'c-3 1,OI) ANCHORS SPACING FT:ETNU _1/•F 0 x 3/4"ALL POINTS SOLD-57 ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.rc=3 ka,) (E1) AS.D,DESIGN01 NEGATIVE 011 p2f AS,O.DESIGN NE9ATWE IDPD psf) A.S.D.DESIGN NEGATNE LOAD psf 1/4-VS BWE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRFDT,INC.(Mi..1'c-2 kei 30 40 60 75 BD 120 160 205 30 40 aD 75 90 12D 160 205 30 40 60 75 e0 120 1¢d 205 TAPCON WITH ADVANCED - / ) THRL POEN M TECHNOLOGY -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS ZEOFASTENERS.VENDOR INC.,MID ED WITH A ALL POINTS SCREW,BOLT A SPECIALTY BION, 74 - to s a e s ss - - to eIle o 6 14112 10 9 e s 6 8 COMPANY OR ANY OTHER APPROVED LICENSED OR AfflHaRfZEO VENDOR RECISTETLED WITH THE AMERICAN SNllRFR SYSTEMS ASSOC4TTION,INC. 3•-Q" - - - - - - - - - - - - - 74 72 70 9 e e s e ALL POINTS SOLLO�ET (M(n.f'0=3 IaQ OR 74 72 lU e n e s o 4 12 10 s6 s 14 tz to 9_ a a s 5 BWE TAP W/CAP NOTES: 1+ 12 10 9 a e• 6 7 t; 12 f0 9a e 14112 10 9 8 e a e A.1)MINIMUM EMBEOMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHQRS AND TAPPER+ANCHORS IS 1 12 l0 9 8 7 5S 3,5 14 72 10 9 6 74 112110 9 6 B 0 5 TAPPER+ 1 3/4".AND FOR OWE TAP W/CAP ANCHORS IS 1 I/2'. -p" - - - - - 72 '109 a a a 5S14 t2 10 8 6 e e 4 1+ 12 t0 9 45 14 12 10 9 8 8 4 3S A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOL)0-5Er ANCHORS SHALL BE 7/8'INTO TIIE POURED CONCRELE NO EMBEDMENT•14 12 10 9 8 a 0 4.5 14 72 10 9 ESS 14 12 10 0 0 8 B A5 INTO STUCCO SHALL BE PERMITTED.1/4"0-20 SS MACHINE SCREW USED SHALL BE I 1/2•LONG MINIMUM SHOULD STUCCO EXIST.ANO 14'12 10 9 7S 5.5 3S, _ 14 12 10 9 b' 14 12 70 9 8 7 5S 4 f SEE UMITTATIINS OF I FUR 7"MINIMUM FOR WALLS WrTH No Stucco.14 12 10 9a9 6 4.5 BLADE I(`NON SHEET fa 412 tD a a 7 4 - 1+ 12 10 9 35 74 1 t0 s e.s 5 JS J AL3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.to s e 7s +.a - 74 12 tO s 4S t4 1210 s e s +-S 3.76 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALT.BE AS INDIRb ON 72 e,5 75 - 45 - - - - - s s 4 14 12 10 9 0 . 4.5 33 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ElFS WITH OR YA(THDUT METAL STUDS CONSULT THIS ENGINEER-FOR g�p• - - r - - - - - - - •- - - - - - 14 tz to e a es s 3.5 INSTALLATION INTO EUFS WITH METAL STUDS SEE SHEET 2BA. 14 12 1a 9 7.6 5,6 J - 14 12 10•9.5 7 6.fi h 3 74 12 a 65 8.9 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 B _G= - 1+ 12 t0 9 6 6.5 b 3.75514 12 10 95 e 6 4 - -1/4"0 TAPCON WITH ADVANCED THREADFORM*TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDIX 14 I2 B '65 55 3 - - 14 12 10 9 s es I4.S 1 Y5 114 12 10 1 B 7 5 35 3 -1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7tp^ - - - - - - - - - - - - - - - 1+ 12 20 9 75 55 4 3 -1/4.0 BLUE TAP CQNCREIE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 & 6.6 4 - - 4 12 9 7s a 4.5 35 - 7+ IDS 7. 55 4S 3.6 - -7/4"0 TAPPER+ TU ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 B5 7 + - - 14 72 10 8 7.5 bs 4 - 14 12 8 7 75 4.5 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORVED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 74 11 7 5.5 +5 - -•14 12 10 9 7.6 5-51 4 - 1+ 12 9 7 s &5 3 8'-p^ - - - - - 14 12110 s 0.5 6 3S - NOTES: I4 12 ITS 7 6.6 3 - 14 12 9 65 5.5 4 3 - 2S 95 6 5 4 3 - 11 MINIMUM EMBEDMENT-INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4�AND TAPCON WITH 14 12 95 75 s - - - 14 1 95 B 8S s - -. 14 12 a 6 OS 4 - _ ADVANCED THRFADFORM TECHNOLOGY'ANCHORS IS 1". , 13 8- 95 5 3.5 - - 14112 10 a 65 5 - 14 12 8 6.5 5 4 g'_p• _ - - - - - 14 12 BS 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO 7HE CONCRETE BLOCK.NO 14 115 7.6 s 4 - - - 14111 7 55 6 35 - - 7f 0 55 45 35 - - - EMBEDMENT INTO*STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCRE74 USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUPCP 14 12 a GES 4.5 - - 14-112 es 7 S.5 4 - - 14 Eos 7 5S s 4S - EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 9 7 6 4$ - - 14 11 7 5S 4S 3S - _ 10'-D" - - - - - - 114 - - - - - - - 7+ 12 8 6 6 4 - - B3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VO4EER BE FOUND ON THE E?TISTINO WALL OR FIODR. 14 Eos 7 s 35 - - 9S s.6 s 4 3 - - t0 127_5 s 4 3 - ANCHORS SHALT-BE LONG ENOUGH TO REACH 7HE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14. 11 7.5 55 - - - 115 9 s 5 4 - - 126 s5 a 5 4 4 - - NOTES B.1}&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR FJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 10.5 s 6 - _ _ _ FOR INSTALLATION INTO TOF5 WITH METAL STUDS SEE SHEET 284.2 a, 6.5 5.5 4 - 13 7o ESS 5 + 3 - - _ - _ ` - - _ - t4Eos . ss 3 35 (C) ANCHORS SHALL BE INSfALIFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFI*-*-TONS OF THE ANCHOR'S MANUFAaTURER.2.5 9.6 5 9 9 +5 4 $ 9 7 q,5 3s 314 10 7 - - - - 10.5 7 55 4.5 - - - 15 85 55 4:5 3.75 (0) Sf1=SCHEDULE BELOW INTI IDLE OLSTiWCE(ED.)V6i5US SPACING RE7AT10NSHIP FOR ANCHoltS9S 7 4.6 - - - 11.5 7.5 6 5 - - - 12 9 a 4.5 4 - 13 10 9.6 5 + - - - FDGEDISTANGE VERSUS_SPACING SCHEDULE FOR ANCHORS- 1.5 85 A5 - - - - B SS 4 3.5 - - - 8 6 4 3 - - - - MAKIMUM ANC14DR SPACINGS ARE VAUD-FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE 35 0.6 6 - - - - 95 eS 5 + - - 10.5 a 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOVM ON SCHmI11E BY 7HE FOLLOWING FACTORS.TOS 7 5S 4.5 - - 11 8.5 55 45 J.5 - REDUCEDSPACING OBTAINED USINC FACTOR SHALL NOT BE LES THAN MINIMUM SPACING INDICATED FOR EACH ANCHORTYPE 12 a e 4.6 4 _ - - FACTOR 05 e - - - - 75 5 { 3 - - - 7.6 6.5 4 3 - - - - A1011)AL N Yf/AtYJAEIaID THREADFD1al*TECHTAPPER125 es - - - - - 9 6 4.s 4 - - - 0.5 7 5 4 - - _- EDGE ALL POINT SOLID SET BLUE TAP W/CAP 13 OS 65 6 - - - - OS 7.5 fi + - - - - QR DICTAN(:E MIN.SPACING MIN.SPACING - _ - - - - _ _ _ - 11 8S 5A 4-5 - - - - E.D. 3' 4" MIN.SPACING1/2' MIN.SPACING10 7.5 - - - - - - D 7 4,5 3S - - - - 7 5 3S 3 - - - %Hv. POURED CONMOE CONCRETE Hop( POURED CONCRETE& POURED CONCRETE& paUTD WK7E7E CaNaI ROCK 15 B - - - - - 71 6 55 45 - - - - 9 _ _ _ _ - CONPRETE BLOCK CONCRETE BLOCK .95 i6 - (� -wK-ED.-3-7/2•--MN Ed�2-1/2--MN.E0..3 1 2--H1H-E0.=3"--ISN.E0."3.1/2"_60N.E0.^2.1/2, 12 I 9,6 0.5 a 's - - - - - QL.ADE WQ'RKING 2" " 1.o U•79 1_O _ o.o� i.o.5 - - - - 65 5 3 _ _ _ _ _ IN UNISON O _ _ _10 - - 0.5 - a5 b 4 .2" 0.71 0.51 9.. 6.5 45 - - - - - 1 3/4" 0.91 0.43_ _ _ _ _ to75 5 -0 945 3 _- - - A9 - - - - 8 9 4 - - - (JIG C0 High Ueloci Hurricane !Zone _Y717`iONP `C�N�..,•.4/�_` _ _ _ _ _ ©°015 EASTERN METAL SUPPLY,INC- BEW IlA iwTM _ 0 OF D . [ Cr© � �, Q v o� , , Accordion Shutter System. e 1A! lj�$7•A __F ' H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE e S ;' a TILLIT TESTING & ENGINEERING COMPANY American Sh-uft®r Systems REV.N. DESCRIPTION DATE DRAWN BY: M,L • : 5LSL3¢SAssoclatl0n, Inc. 1 oto 11-199 4/10/15 DATE 04/10/15 AC .,: �Y OS x359 CLW.30th. , a .VIRGINIA GARDENS.n9w0A 3316 4268 West Roads Drive 2 tt Ph.,,.:(305)871-1530.Fax:(305)871-1537 DRAWING No s••"'•••••l• t o- .111 llltsrn®aol.com West Palm Beach, R.33407 3 ~yrs/�N�1••� LtL WAL7vi A OTRlIT Jr.I.E. Phone: (800)432-2204. Fax:(561)209-8380 4 ^�8a P.E Sfdi`sIGWgP.E/DATE FWRIDA uw#44167 5 SHEET" 9 13 OF 2 I MAXIMUM ANChORG SPACING (ID,) scHEDI rl E FOR A 61VEN MAX SHUTTER SPAN A 5 D ~ U . V+, (SEE IAOUffnNGS I,J,K&L ON 51{EET 7) ' /y POURED GONGREM ANCHORS SPACING LEGEND 1 L'WALK AVER& It'R1FNC DRNNGUARD MOUN11NG I<WALL/FLOOR MOUNTING ©WAUI/WALK OVER MOUNTING hVJ01dUM �-...- TAPCON WITH ADVANCED �R I/A.S:D.O6SLGN NEGATIVE LOAG(p O AS.DD6IGN NEGATIVE LOAD(paD A.SD.OESIGN NEGATIVE LMD(p3Q AS.0.061GN NEGATIVE LOAD(psf) THREADFORM TECHNOLOGY 3o 40 60 75 9B 120 160 205 30 40 8017.9190112011.0 205 30 40 BO 75 90112011601295 30 {p so 7s 90 120 7, 205 ALL POINTS SOLID-SET 14 12 10 B B e 6 6 12 12 12 12 12111-514-5 8,5 7 7 7 7 7 7 7 .5 5 5 5 5 5 6 5 6 X-0" 14. 12 f0 9 8 S 6 6 72 �12 12 72 19 t2 9S 7 7 7 7 7 7 7 7 7 5 5 S 5'6 6 6 5 BLUE TAP R LUSS 14 12 10 H 0 0 6 6 12 12 12 12 OS B e dS 7 7 7 7 7 7 7 85 6 6 5 S 5 B 6 5 TAPPER- 1-4 12 10 B 0 0 6 6 72 12 t2 12 12 15:7.5 B ] 7 7 7 7 7 7 7 5 5 5 5 5 5 6 9 14 12 70 B B 8 8 0 t2 12 t2 12 11.5 8.5,6.5 5 7 7 7 7 7 7 5.5 4 6 5 5 5 6 5 5 4 14 12 10 B 0 B 8 8 12 12 12 12 12 0.5 7 5.5 7 7 7 7 7 7 7 7 6 5 S 6 6 S 5 5 14 12 10 9 0 B 8 0 12 12 12 9.5 0 6 4.5 J.8 7 7 7 7 7 7 0.5 5 6 9 6 6 6 6 6 6 12 10 B 0 8 B 0 12 12 12 12 10 7.5 5.5 4 7 7 ] 7 7 7 7 5.5 5 -!T- T4- 5 5 5 6 5 5 li 12 1O B B H 6 0 12 12 12 It B 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 S 5 5 4 3 11 12 10 H B 0 a a 12 12 12 12 10 J5 SS 4 7 7 7 7 7 7 7 7 6 6 5 6 6 5 5 5 14 12 10 9 0 B a 8 12 72 H.5 7_5 6 4a 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 9 5 4 *SEE ANCHOR, 14 12 l0 9 8 B 6 6 12.12 12 9.5 0 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 6 5 5 5 4 14 12 10 9 B 8 6 5 12 12 1.5 9 7.6 5.5 4 3 7 7 7 7 7 4.513.5 - 5 5 9 6 6 i.5 3.5 - SPEC(F1CA'RDNS 1i 12 10 9 B B 6 6 12 12 12 10 -a 0� 7 7 7 7 7 7 7 7 5 5 5 6, 5 5 5 GON SHEET 13 t4 12 10 B e '0 6 12 12 B 6 5 7 7 77 5.5 4 - 6 5 5 5 5 5 4 374 12 to e B e 0 a 12 72 1a a 6.6 7 7 7 7 6 ;.5 - S 5 5 5 5 5 4.b14 12 10 BB a 0 12 12 10 a 6S 7 7 6.5 55 4 - - 5 S 5 5 5 4, 3.�,-D" 74 12 10 B B 06112 12 12 0.5 7 7 7 7 7 7 0 5 5 5 6 51412 10 9 B 0 6 0 12 10 6.5 5 4.5 7 7 8.:1 5 3 6 5 9 5 6 5 3.5 3 14 12 10 9 8 8 B B 12 72 e.6 7 6.s 7 7 7 7 7 5 - - b 5 5 5 5 54 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 12 12 BS 7 6.5 7 7 7 55,4.6 3 - - G. 5 5 5 4S 35 - - P5F A.S.D. DESION PRESSURE 8'-0" 14 12 TO 9 0 B 8 - 12 12 05 75 a 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 a 5 5 RATING & FOR SPANS PER 14 12 10 0 B 0 'e - 12 9 B 45 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 - SCHEDULE#4, SHEET 11 14 12 10 9 B 0 b - 12 11 7S 0 5 .75 - - 7 7 7 7.5 6 A5 - - 6 6 5 5 5 4.5 - - 14 12 110 1 9 1 0 1 5 - - Y2 11S7.5 B 5 3.5 - - 7 7 fi.5 5 4 - - - 5 5 5 5 4 3 - 14 1 10 9 9 8 - - 72 12 B5 6.5 55 4 3 - 7 7 7 7 7 7 B 3 5 5 3 5 6 6 5 fi 7412 t0 B B 0 O.fi B 1 5 4 35 - - 7 7 7 8 5 3S - - 5 5 5 5 5 4 3 14 12 10 H B B 12 70 65 3 4S - - 7 7 7 6.5 35 - 14 12 10 J. q. 0 - - 12 0.6 7 b.fi 4.5 3.6 - = 7 7 5S 4.5 3,B - - - 5 9 5 4.5 - 10'-D"14. 1 10 - - 12 I1 85 6 5 3.6 - - 7 7 7 7 7 7 d.6 - 5 S 6.•14 12 10 B - 9.5 7 4S 3.5 3 - - 7 7 7 5.5 45 - - - 514 12 10 e 12 9 B 5 4 - - .7 ] 7 - - 65 4.5, 514 12 10 B - - 72 95 6 5- 4 3 - - 7 7 5 4 .7 - - 5 3 5 4 3S - - - -D•lq 12 to e - - t2 10 ] 5.5 45 3.6 - 7 7 7 7 7 714 12 10 0 - - BS B.3 4 35 3 - - 7 ] 6 5 { - - 5 5 , e` ' ��®5�• ®I< I��\/14 12 10 B - 71 a 5S 4 - - - - 7 77 55 4S - - - 6 5 \ u�i�e'{IeILLL-. B\aryl ,Ilr74 12 10 - - 11.5 65 55 4.5 3.5 - - - 77 45 35 - - - - 5 5 4.9 S 3 - - - 12,-0• 4 12•10 - - - 12 9S 05 6 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5. fi 5 45 35 14 12 10- 0 6 4 '3 - 7 7_5S 4.5 J.9 - - - 9 5 5 45 4 3 - ti 12 11019 0 - - - 10 7S 5 4 - - - 7 7 6 5- - - - 6 5 5 { - - 14 12 10 10.5 6 5 d 3.5 - - - 7 fiS 4S 3.5 - - - - s 5 4S 35 3 - - 13,-0"14 12 10 B 0 - - - 115 8.5 a 4.515.5 3 - - 7 7 7 7 7 4.5 - - 6 5 5 5 8 5 4,5 3.5 14 72 70 9 0 7 55 3.5 3 - - 7 7 5 4 3 - - - 5 5 5 4 3 - 14 12 10 B a 9 7 4.5 .75 - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - 14 12 10 9 - - - - 10 7,5 5 4 3, - - 7 a 4 3 - - - - 5 5 4 - 14,-D°14 72 10 9 7_ - - - 0.5 8 55 4 3.5 - - 7 7 7 7 7 4 - - 5 6 5 74 12 10 9 - 0.5 5 3 - - - 7 7 5 3.5 - - -• '5 5 5 4 - - - - 14 .12'10 0 - - - - 8.6 6.5 { - - - - - 7 7 5 4 - - - - 14 12• 10 7 4.5 35 3 - - - 7 5.5 3.5 - - - - - 5 5 3.5 3 - - - - 15,-0.14 12 10 - - - - l0 75 5 4 3 - - - 7 7 7 7 7 35 - - 6 5 5 5 5 5 4 3 14 12 10 - 0 4.5 3 - - - - - 7 7 45 3 - - - - 5 5 4.5 3.5 - - - - T_14 12 10 - - - - B 6 4 - - - 7 7 5 - - - - - 5 5 5 4 - - - 12 10 - - - - - 0,5 BS 4 3.8 - - - - 7 6.5 3,5 - 16,- 12 10 - - 70 3 - 5 b 12 10 - - 0 45 3 - 7 f✓/ - 5 5 4SS .75 - - - 1 .5 - - - 5 5 4.5 - - - - - O DBUILDING D HI h VVelocity Hurricane gone i ti ��©tt 1r220�011�55 FASrrILIErrRN//,,��MEr�r�A7L77�SUPPLY.INC. o�1y1�_ �Cj��$�C•'•.� B 451r71�t1-B% RTP7 V TM � Accordion Shutter System /TEL aJ�1 � KV.BLADE/fi1 W/OR W/0 H V.N7NOCM BLADE ' ',r o� TILLR TESTING r¢ ENGINEERING COMPANY American Shuff r SySfierns aEv.No BEscmrnml DATE DRAWN m': M.G �d �\ 8355 N.W.361H.51.,61..365,VIRCINN GdA6Q15,FLLNM J316 A9soclafion, In C. 7 OLD 71-793 4/10/76 OATS 04/10/19 _- •••.y�( OP:•• 4268 West RSOda Drive 2 Phan.:(305)871-1530.Fax:(30.5)871-1531 3 DRAWING No i51 roll a-mall:tlltacvlcavl.cam Wefit P51m eeach, FL 33407 --_ S�ONNL�]rr E6-0006716 Phone: (800)432-2204-Fax: (561)209-8380 , 15-080 y.r+t WALTER A.TWT Jr.P.E 5 SHEET P.E.SEAL/SIGNATURE/DATE MORIDA Uv.P 44167 6 14 OF 20 0 I r � �. 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Om®m N 4 0a CENTRR' ENLIST 8E INCLUDED ONLY AT EXTFNIOR ACCESS 518E OF ©m S.(A)HV WINDOW BLADE 7O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS' VP.EA•BV6 ♦ ♦ ♦ (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTION EDGE OF HV WINDOW BLADE to MAX 5 WINDOWS OF ANY 3'0 HOLE FUR®SHALL BE 12". ALLOWED AT W y WINDOW GLADE® (C)FIRST OR LPAT BLADE COEIING OUT FROM SFARTERS AT ENDS MAY BE HV WINDOW BLADE(10 ♦ ♦ / THRHV OUGHOUT GHOIJT WINDOW BLADEURTER' URS BE USED ALTERMTE TO A SOLID W BLADE(D • , H. (E�C MTES SHALL AWAYS BE INSTALLED ADJACENT TO A SOLID H}' �� ♦ 4 '� '♦ ♦ BLADE 1 AT EITHER SIDE OF TFLQd. 5g xx HV WIND _ SED. I g "9 ♦ THEINTERIOROF'THE OPENING GEINGFPROITEME0.W WINDOW MUST BEFAC OpNpNj Gary g{ S r B a ONLY INSTALLED AND LOCHFD USING A W SETTING TOOL PROWDD�REEEDDD BY ASSA 10&1B TTP. TSI INC. FULL HEIGHT. 838' rig 6.6.SEE ANCHOR SPACING SCHBTALL ]IJIE FOR INSTALLATIONS INTO W000 FRAME P YP gR BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES g 1 &2 ABOVE). �~ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTAWTIONS INTO POURED CONCRETE OR CODICRETE BLOCK WALL ON SHEETS 12&13 AS LIMIIFD BY SPAN ANU DESIGN LOAD(SEE NOTES 1&2 ABOJFJ. 8.MINIMUM SEPARATION TO GLASS SCHEDULE: (SEE PLAN FORBOTTOM-or-EIJINIS) 0 ry 'fYP TOP& ty TO GLI55 •. UNTIED WI Bfi'Mor. 5• ELEVATION RK SEPNATwH70 CLASS U15[ING GLASS SEE SCHEDULE ON SHw 72 FOR&ADE( __________________1_ -:I:=- PND ON 7H5 98Ef.Fnft LGAD6tD& -___-___ ____ .`-..-.-__�-____- � 0 W/0 (SEE NOTE 4 ABaVq PSN \ 27 _- �\ 5 TYPICAL(I-) HV BLADE WORKING IN UNlP4"Z 4 HV WINDOW 8LADE1nA SHUTTER* -� FLORIDAMM�N G D E _igh veloc �'fiurricane !Zone ft, +T15�yE�ASTTLErR�NnMETT7i.47LT�SUpPPLY. INC-R GI If A LTL Yl TMf 6 O o C�c. - ❑ I` >1 o ° ,a _ -- on Shut-tear 5ystena'� �L� 1 W/OR W/o H.V.W NDOW BADE1 -•. F �pp Q;��'; TICCIT TES'iING & ENGINEERING COMPANY Amerlean Shufl0r Sysfmms aN GATE DRAWN Bf. M.L- l7� 4oF11 e356 N.W.36W.SL,Sk 3Ge,W.-CAfI0E11S FLOaIDA 3176 Assaalatlon, Inc. 193 4/10/1 GATE 64/10/15Ph—;(305)871-1530.Fox:(305)871-1531 4268West Roads Drivemol 8ltcoa600l.cam West Palm Beach, FL 33407 DDRAWING NOEB-00as719 Phone: (800)432-2204.Fax: (561)209-83001 5-080WALTER A.TILMr Jr.P.E SHEETP.E SEAL/SIGNATURE/bATE FLORIDA uo.9 441671'9 OF 20 END INSTALLATIONS n HV & (1-4 HVO BLADES INTO 2")(4.5a MIN. WOOD STUDS.._ 2'xC MIN. ry y 27c4'MM. WOOD STUDS. 1/4'0 TAPCoR WITH ~, 2'x4°MIN-WOOD "2 —WOOD STUDS. (AS APPLICABLE) \ / DVANCEO THRFADFORM �, \ / TECHNOLOGY TIVT BUILOIX STUDS REQ'D. '. 2'xti MIN.WOOD \ / (AS APPLICABLE) ANCHORS 0 a"O.C. ,vSTUOS REQ'D. \\ % W/1 1//2'MIN.'RITIMEO KNISH ti' Y PENEWTT,N Imo STUDS OR s �( p FlNISH W/MN-I/2•TNRPADED �'>' tt; EDOSDNG GLASS I' PENETRATION TO 1/2'C. EXISTING GLASS "'1 �+ =11 / \ PLTWODO IF NO SNOS IXISf. I+. IXISTND GLA55 `� / EXISTING CLASS -ti� r I 1/2'MIN.coSxx EO 7 wN. di ''! ��' PLYNEC ". S%, W ARAnQN N CIASS(SEE I T.A 1/2'MIN.COX A WN.SEPARATION 1.41E Lma C M 70 L1155(SFE ULEMT SHEET !f+7".:eh i,-:�' ,i.4�'• /�r. PLYWooO. q'r�'�.Wti'::.'i°Y�'-,:`•'A;i:. "v!?. 70 47A55(sfE TO Ci/S^a(SEE 1/z•MIN.COX it R93 HAOE()WA 1/16"z3' 'tY SOimnc C11 41Ft7 i"..J ,Y `'Yi:•a,'l:n 1 �EBIME mMm PLYW000. 1 2 -'V..j•i'I•'si i SLi1mIfE W 51iEFS / it FOR 9POE mAVo ON SHE T 19 FDR (0.B3-TG)CONT_ FlNISH 1/2•MIN-CDX 11 FPR BLADEN. oN Sa:ET 1B 11 RAO6�8 ALUM-CLOSER PL)Y1000. BF�(D&a FMU19 PCIR Hr BV06QdeQ . 1 2'MIN. PIATE((LOCATE 1/2' AT EITHER SIDE MIN I W NVY�+7'i-•V°•°'"�• NNYWuµ4,P N1C0. ¢ x1 2'SMS. OPO) Ofa M 0x1 2'S.M.S. 6 (N 1/Y 7N"�Ns 1a.O. 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