The URL can be used to link to this page

Home My WebLink AboutProduct Approval t - Florida Building Code Online Page 1 of') r 5 "31 ° e -1A SCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff t SCIS Site Map i Links Search db'r Product Approval USER:Public User Product Aooroval Menu>Product or AoolRation Search>Aoolication List>Application Detail ------•-- - _,_,, RECEIVED + ., FL# FL389-R9 34e'a"^-`• Application Type Revision JUN 15 ?018 Code Version 2017 Application Status Approved §T. Lucie County, Permitting ; Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastern c Technical Representative ' COP,- Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation,Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 1 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Parry:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use, Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC_ Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large_missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Baric Next Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-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 Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click horn. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2"/12" OR >= 10 DEGREES PROJECT NAME: (`cl n e-a NOA or FL# ADDRESS 1 9 c1 eGti 467& 904f C�1 NOA or FL# 3 CITY/STATE Ert NOA or FL# CLADDING TYPE: L O owe o- NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Vult 160 n NOMINAL DESIGN WIND SPEED Vasd 124 ROLL DOWNS, WINDOWS, MULLIONS, < EXPOSURE D HEADERS,STORM BARS etc. _o m MEAN ROOF HEIGHT 30 3 T TOP OF WINDOW OR SHUTTER HEIGHT 25 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 Vult Vasd Vult Vasd Vult Vasd a ENCLOSED BUILDING GCpi=±0.18 <=10SF l0$F><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 74.0 44.4 70.7 42.4 66.3 39.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) -82.9 -49.7 -79.4 -47.7 -74.9 -44.9 NEGATIVE PRESSURE (END ZONE 5) -1,02.3; -61.4 5.4 -57.3 -86.3 -51.8 PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=IOSF I 10SF><=20SF 20SF><=508F POSITIVE PRESSURE ( ZONE 4+5) 97.2 58.3 93.9 56.3 89.5 53.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -106.8 -64.1 -103.4 -62.0 -98.9 -59.3 NEGATIVE PRESSURE (END ZONE 5) -126.2 -75.7 -119.4 -71.6 -110.3 -66.2 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 1/17/2018 Coastal Shutters And Stuff (772) 335-9198 Part St. Lucie License# SM 31151508 (772) 461-2116 Fort Pierce fZtY�rn�C CUSTOMER'S NAME PRODUCT LAYOUT SHEET l REEIVED LJUN' 15 2098 a ie County, Permitting Q v a cac L Con " T Q During installation we must have access in and j ACK DGE AND UN PER ND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUST R'S VGNATURE rl I GENERAL 1,BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PAODl1CT EVALUA710N DOCUMENT(P.E.D.)NAS VEEN VEBI1IEO FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6!h COHION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE WSTALLFD AT HIGH VEtOCi RK:AHE ZONES. DESIGN WARM LOADS SWlL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CJO NTE BE INSTAJEO WITH A DIREORONAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXORM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTGIATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN MIND TOADS f7iq�pr� T. HV t3iADES Ci)dt AA BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/MAW.(ASD)DESIGN PRESSURE RATINGS NOICATEO ON SHEETS 11 TTIRU 15. 19&20. GENERAL NOTES SHELF 1 IN ORDER TO VERIFY THAT COMPONENTS AHD ANCHORS ON THIS P.E.M.AS TESTED,WERE NOT OVER STRESSED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hW USED IN THEIR SYSTEM OOMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WINO OURA110N FACTOR CO-1.80 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HV.ACCORDION SHUNTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOROMCE WINO SECTION 1600.1.2 OF THE ABOVE MEN IONE8 CODE AS PER TYPICAL SHUTTER ASSEMBLY .V-44 SHEET 4 A71 REPORTS: TYPICAL WINDOW BLADE&WIIOOW OETATI -HV GLADE 1& /021441-03./0715.01-03, 11004.01-05,/1214.01-05./0317.02-06,JEW9.01-10 AND/0230.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2, W BLADE(D/M HV__VANDGW MA" AND E-1096 STANOARDS(MISSILE LEVEL 0,WIND ZONES i,2&3)& 01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISS£E. [MAORI✓ APP-MMLO -HW WINDOW BLADE Q IO50S.01-08 AS PER ASTM E-1886 AND E-1998(MISSILE LEVEL 0.WIC ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0723-01-88 AS PER TAS 202 PROTOCOL. TYPICAL,SHUTTER ELEVATEON&NOTES ON LOCKS SHEET 5 0STALLATION DETAILS MF.CONCRETE/BLOCK SHEET 6 2. HV BLADED AND HV WINDOW STAGE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3. BERTHA HY.ACCORDION FINS(1N SCREWS•)`{.i UNT USED AT BLADES KNUCKLE AND FOR DIRECT NOW CONNECTION TO TRACKS SHALL BE j14xZ75'AND//14x1.75'RESPECTIVELY,410-M WI MUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Tut'hELO STRENGTH AND 180 ktl TENSILE STRENGTH. PINS SHALL BE COALED WITH BERTHA HV DACROSHIEID coARNa SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETALS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HN MARK9NG ON THEIR HEM. END CONNECTION DETAILS 1-B,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIA11ON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kat AND 35.7 keV FOR ATAWWUM SPAN TABLES SHEET tT 6005-15 ALLOY. ANCHOR SCHEOME- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 451 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 L31 MIM.YIELD STRENGTH AND 90 W UIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SMALL.COMPLY W/FLORIDA BUDDING CODE SECTION 2411.3.3.4. ANCHOR SCHEOIJI.E- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASID A-307 CALVM12M STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k1l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OA : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R.WOW SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HV GLADE(}N &© WORKING IN UNISON: 12. 13& is END CONNECTION DETAILS 7-I2&X,W000 SHEEP IB Et THIS BERTHA M.Y.ACCOTOON SHUTTER SYSTEM BEARS A V.S.PATENT 16.779.562.COMPONENTS OF INS APPROVAL ANE COVERED,IN WHOLE OR IN PMT BY U.S.PATENT 15'45%179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA , HV {NDO A13 OM9. R tt SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 714E STRUCTURE WHERE SHUTTER IS IO BE ATTACHED TO INSURE PROPER MCMORAGE.CONTRACTOR TO SEAL/CAUL - ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT`NWT/PAIN'.VTRCSON_ TYPICAL S14UTIER ELEVATION SHEET.19 10.EACH UNIT MUST BEAR PERTINENT LABEL IN A VISIBLE PLAICE WITH WARNING NOTE:OUBW PERIODS OF HURRICANE WINNINGS HOME OWNER, IENMT, OR OTHERS,MUST PROPERLY CLOSE ALL 1A AND HO AREA ¢;WWINDOW BLADE n ONLY CETNTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS.. 11.SHUTTER MAJNUFACTUAWS LASEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF.FlARIDA BUILDING CODE.014E LABEL SHAG BE INSTALLATION DETAILS. METAL SRO WALLS SHEET 20 PLACED FOR EVERY OPENING.IABEUING 10 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BULGING AND ZONING REGULATIONS PROVIDED BY THE JURtS00NON WHERE ' PERMIT IS APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION FORA SRC SPECIFIC PROJECI:Le.WHERE THE SUE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE R£SPONSi9LE•F40R THE SELECTION.PURCHASE AND INSTALLATION MLUOING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.U.,PROVIDED HE/SHE DOES NOT OMAIE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS iN THE STATE OF FLORID (c) THIS P.E.D.WILL BE CONSIDERED INVALIO IF ALTERED BY ANY MEANS: WSITE SPECIFIC PROJECTS SHILL BE PREPARED BY A FLORIN REGLSTENED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE SPOENSISLE FOR TINE PROPER USE OF THE P.E.D.ENGINEER OF RECGRO.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS INTER THE SITE SPECIFIC DRAWINGS FOR RENEW. r��I EEt1 (q)ORIGINAL P.£OIWL .SBEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED IT. FLORIDA 8U1LQlNG LVOT TiQFi HI h YQIDCit 41tt�� UffICOTiB ZORB JAJN/t/Asrirr --, EiLH /. .S 02017 TKTECO.ONO 42017 EMERN METAL SUPPLY, INC. 1'1' j", ECO .7. ■ ■ E. i Accordion Shutter System KV. BLADE X11 W/OR W/O KV.WNDOw MAX JUN i$ / L` 71E American Shuriar Systema .H orss�P, DATE aAWn BY. Lc J 'V t LY 'blT UFJ TOULON TESTING & ENGINEERING COMPANY A800010flOn, Inc. t QLD Is-081 7 2T 1 OAC: 07/27/l7 A 193»u.w.sale.St.sm..Son.DIATOM cAPoas,naroA 7a1a DRAWING No-f A Ptwre;(.705)871-1530.Fox:(303)1971-1331 42&8 We$trOad9 Drive 2 - 10b,"'440' gE8t/0W8714.eom West Palm Beach, FL 33407 3 OJ ST, Lucio County Permitting• ! -- sSJ � A ' --.. OVALWAIt(R A.MlIT P.E. S P.E. S`t'At�S{CYNA'�URE/DATE noROA Lk.F Ann? 4 SHEET OF 20 i9 1011 qw.x OVaC A 0 NtRt•ES 1,491 x �/, .L• s , ,' '• 'Ma o9 7' 4.999• J HY 5QUO BLADE t1Y UNIVERSAL FLOATER 0/HV 9Q',180'il`STARTER COVERED UNDER US PATENT f 54 1QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV 13LACE0 .{ HV 13Ul0E(IU 6005-TS ALLOY AND TEMPER OUAIJ U„S�E W TN 6063-TS At OY AND TEMPER UMITATIon OF USE OF (9 ON SHEET 19 6063-i6 ALLOY A 1 TEMPER 3?' r 6063- AND TEMPER &226' 1. • .1 r ods• 1 wI 7 1 ,670.—2,226!_J'g nl .091` . r1 6,2 $ - C!BY ADJ. ADAPTER W1LIP 1 ,.+Sd`..— .t2 7 QUALIFIED FOR USE W/HV (--HV WALK--OVER-TRACK 06 HY ADJ. FLOOR TRACK SLADE Q QUALIFIED FOR U E W/HV C9;HV TRENCH TRACK -a55• a 6063-T6 ALLOY 8LADE T QUALIFIED FOR USE W/ HV � QUALIFIED FOR USE W/HV 6063-T6 ALLOY A TEMPER BLADE(iloNLY. LAY HV RAINGUARD BTlLDE{t} 6063-T6 ALLOY AND TEMPER WAUFIED FOR U £ W/ HV 6065-r6 ALLOY ANO TEMPER vAI. I. BLADE 1 _ 1917• °'• �_qt � VARrES 1.930'� 6063-T6 ALLOY A� TEMPER .093` _.100 ------� _ � .12' a , .00 2 —'-1 670 �• � � 731 •;� 6 67013 '1.68g` i .;� ." 670 7 111; HV CEIUNG —NE9DER� D alll —--•524' UFIE6 FOR USE W/ HV BLADE�iONLY, QUA�iFiE660633R USE W AND TEMPEIII}ONLY QUALIFIED FOR USE W/ tiV BIADE(t� HD WALL HEAQ SEE SECTIONS FOR VAUDIITYY``"" SEE SECTIONS FOR VALIDITY, QUALIFIED FOIL USE W NV 8063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 1 ONLY. . 6063-T6 ALLOY AND TEMPER i . I COMPONENT A B TI 72, X Y t MN.X MR Y!Nl t • 7• 1• .062' I !13 2• 5•MAX, L/a• j Ile -ij[A:l , _I V)�I�E A�GLE� 0 _ 2' S•MAX. 0.192• t O.L9Y � Y ; Q ALIFIED FOR U5E w/ ALUMINUM ANGLES ,; z.5' 7 MA11`O.t90'.O.I90' �~ CORNER POSTS t j ; At3FIED FOR USE W/ HV BLADE(1) QUALIFIED FOUSE W/ HV ----•I -- • BLADE C' • 6065-T6 ALLOY AND TEMPER • BLADE(—I ONLY. ;- t 2• S'MAX.i 0.139-10.131• 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE Nan Hh Velocity Hurricane Z ne ,1A. 02017 nlTECO,INC. _ X2077 GSTERN METAL SUPPt.Y, INC. 8 R TM 1 I L ECD !N �`iA Accordion Shutter System Q,R ■ * r KY.BALE#1 W/OR W/O KV.WINDOW SLADE TILLIT TESTING & ENGINEERING COMPANY ATridF1QOE1 ShuNer Syslemd N• as PTO DATE DRAM ft L.C. . 1 6 � f Aaaao��ttaTi, Inc. 1_ OLD Ls-ids 2711 W& 07/27/»- Ti4 Bass xx.Ss1n sl w.Gas va9er,0+a0oes.noAxA 571 th �s Ph...:po5)671-1530.r..:(305)071-1531 A286 Wes►rooda OfIVe x DRAWING No -- •.�s pHlpa;\t4L1T! a-x a rn..ae.a... West Potm t3eoeh, Ft. 3340? a s "•••.......• t EO-0006719 17-107 /a NG it 'f/FL1R A TEUT J.P.67 , _. SHFET E/OATE «onoA L1¢!,aw s - 6 .2 OF 20 4.aao' 745* 2,203! : 1/4T 20. 11TMD ,-Ot GST f aMMS.u. "BNct6 CpANiEO t 4•"2 0 log ow(2 .7 d _ • O ! _ .082. I x yl K � _. ( •1 . 4k KM(000w 2f 25 QUAUFlEO FOA U5E W/ FN 1 do�'ONLYHY�LOA7j�GCE t.�..%w^ . QUALZC QR SEJ/ HV "QUALIFIED�OR US j W ♦By CENTERI �1 6063-i6 ALLOY AN EMPf QU IED FOR USE W/ W BL.AOE 1 & A ONLY BLAQE�Jh ONLY. BLADE I &.. ONLY. 6063-T6 ALLOY AND TEMPS '1 IFlED TOR USE W/ NY BLADE 1 I ONLY 257 0.0. _ 6063-T6 ALLOY AND TEMPER St$" 18 {} DIA971C NEM 1.7 4Q4at• _-"}2• SCREW %+ t7380'AFTER RIVETING _ i t�ryt �! q i Tv •�S, •r. 1/4"0--20 x 3/4" BEFORE RIVETING s S.S. THUMBSCREW 114"s►-20 RlYNUT; ! *SETbES 9444 AL04RUY(2024-13 AUM LARCE FLAKCE TM 1'T J.,r ttr0• : SHEET RUISERT.PAW F 0220,AS RVUFACWPED BY AVDrL zT50 PIM FRONT fllYAITON n n w 4.368 Lae CNERRV 7E%TORN.NA6SMITY,NEW XdEY 07034 OR EOUOL. LOCKER FOR "T" LOCK CMIERMATf QUALIFIED FOR USE W/ Hv BViO£ i ONLY W FEMALE "T" LOCK CENTERMATE (0 HV "T" LOCK HV ALTERNAIIVIE 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE W NV BLADE(I)ONLY ONLY QUALIFIED FO�USE QUALIFIED FOQ USE W HV QUALIFIED FOR USE W/ HV BLADE CIONLY 6063-T6 ALLOY AND 1ENP& W/1N 8LAOE;1 ONLY. BLAOE',1)ONLY. 6063••76 ALLOY AND TEMPER t_ 1 J_161 s t � g 1 v - - or y O �3- *lrctDER OR .214' .063 .062' .214' 4LY CYLINDER ci .545• .�, o.eTS'1rT. t .125'M4.. M&H=ALNQ=1R HD CENTERMATE 44 HD CE QDc o r OUALIFI OR USE W/ NV BLADE.i & UALIFIED FOR USE W/ HV BLARE 1 & A , 063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER yAmEs,t2' M. _ OUALIflfO F USE W�LN B 1,&nA• �- _Z ;QRSia'+-sE i. 606 6 ALL*I ND TEMPER TINNBTURN - (SEL 0"AX i AO _ DE,a,DME•R 1111 CYLINDER 315' b7. .. *� 1.78 Ma.. LOCKING RODLJ 'L, I/4.0 64) HDLOCK QUALIMO FOR USE W/1N BLME•.1 0 37s-o i6 tiV /8"W- t ti ACETAL 3 Br RECENT NAROYlARE MORTIS£LOCKS sER[S 2333 HOOK BOLT LOCH, 6063-T6 ALLOY AND TEMPER THUMBSCREWS QUALIFIED FOR USE Wj HV BUpE;I,& SA S INSTALLATION PALL REQUIRE /16"HOLE QUALIFIED FOR USE HV BIAOE r D 1LLED AT TRACKS FOR PR R EMBEDMENT QUALIFIED FOR l y HV BLADE�1 FLOM BUILDING CODE Non Hi h Velocit Hurricane (Zone' \IT,r11 A• r/j i:"�S 0201/TLTECO. X2017 EASTERN METAL SUPPLY.WC..�� A. ` ` �lr✓ fTME G O E:r�� ,>■ � �A� Accordion Shutter System • N.V. BLADE#1 W/OR W/o Liv IMPU w aAM American Shuffer Systems ILY.N ormin a DAtL Gum+rm. L.c. 7ILLIT TESTING ENGINEERING COMPANY Aesoctaffon. Inc. 1 OLD is-Gas 7/27L DATE: 07 27/ii` •O r ass N.v,344h sA.L1..305,t+Rc9RL erAaOrs,nary 33+r 4268 Westroods Drive 2 ( DRAWING No PIun4: ..0S1a71-1530.F..:(3051671-1537 �.'•. tpf ,.•`'�cAi tits mos:V11— ecom Wes( Palm Reoeh, FL 33407 3 f Oslo V `i E8-0006719 17-107 17 L faLTER...TAUT—P.E. ,rEt norwA 1x.!44s67 5 _..SHEET P.E. $EACt4Ff R'L/DATE 6 3 OF 20 SHUTTER ASSEMBLY SC ED LE °OR a/e•o. I HV CLZ HV Q1A � _i � • .VICE Q *Hv BLADE t 41 \ ! la TO BLADE T .1875• - -•-•--.- '. .0625• . JJ�� tA• HV BLADE 1A 'j \� j M'wa+ euoE .0626• K--D6as .0625^ HV LONG RECESSED NYLON BUSHING = n 10,41CKLE� t •�Os( .0625 1675' Y ® HV SHORT RECESSED NYLON BUSHING 3 ,qA I (m') 006 ' HV NYLON HAT WASHER (DOR 0 iS�� `✓ t HV WHEEL CARRIAGE AISI 302=303 SERIES N 4 f,1 +� -�/� f I , 3 .L C nl t 44 f/62.4T 0.870"x3/16"THICK NYLON WHEEL. weNDow 0.168'0 AISI 302 SERIES S^S. RIVETS 3t5'e CtrAR _ _ I SEPARATION i 03, HV 1 3/4' ACCORDION PIN W/ 18 HEAD * ! � 0626' O62s" 7500• ER7ERtOR �" i o OPENINGS{ ox C,ERS HV 2 3/4' ACCORDION PIN Wj #8 HEAD * 41 47P" -,i m C2-1/4' 7s D�raDcs CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW •r 11' " t [ l IYPICAL HV WINDOW. ANQ t CJS ( POLYCARSONATE WINDOW L70R lJ or g� AEEWRR[MEMS) OOR p s �c Y n11BONAI IMPACT RESISTANT H WINd�W 1 BAYER MAKKOLON 3103 POLYCARBONATE * ( ;. _—Y t 12"MIN,CIM CE RESINS, UV-STABIUZEO GRADE OR SABIC TO BLADE BO V INNOVATIVE PLASTIC LEXAN 103 RESIN ®OR (SEE NOTE "F'ON SHEET 19). (1) W PIN SHALL ALWAYS BE USED AT ALL EXTF.R10ft t v BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR E l9 i POLYCARBONATE SOURCES FOR 19 HV(9 BLADE. i EXTERIOR .;IICC,AL SHUTTERASSEMBLY rlwjt PROPIUMS App raex aavu ,NY PIN®OR AT Irt"Nto .m +'+`•"""� (2) HV-PIN' i MAY BE USED IN UEU OF ® AND ONLY AT Ex 0R "�°r m uC�Igof.1.0/ 1d.1 Iq as EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 50.32.•. BLADE'S KAUCKLE. Ef9 Srttt BLADE WHEN CORRESPONDING TO INSTALLATION "i t", SHEET 7. i (SEE HOTE x FOR 501COC 01w Mw mot ao.a ar' 0-3 1, u REQUIREMENTS) T04"MY)S1104M p,aaO PaTYP. �aR,661a ti.mP (3) HV PIN (@ OR (j)W/' 1/2" O.D. 1/16" THICK S.S. WASHER Q AAAWL SMINCIN AT x11a ASI"ono vsoo P.A M-00 p.A SHALL BE USED FOR DIRECT MOUNT INSTAL I ATION PER DETAIL X, 87 i 't°"t"Ix ouvs ASM moo 3400ao P..s. 340.0*P.A SWAM, SHEET Noxwo goo ASw arse Ia n-al +:1T-aux DIS WHEEL CARRIAGE DETAIL sum comm Am moa o2 x 443 x Vw ASS— ASSEMBLY IAYOUF Line or aw+.w Am MS C-1 cuss C-I cuss 1L�.`. ULF PDT" AM 019" Iola•r goo•r E�� p� > ASTgolss Ll l L t±t A EE SOLID �C ��V W� Q�w BLAQ (� Ion stRrHcm u,w+uugR Amr ea vtot p.I eaw P..I. N.T.S. 1itN/ftii�y� DETAILS 1asAE s ttss wrox au„IovuO Aslu a3a seal p,A am A.Z. 1t11r FLORMA BUHi1}NG CODE tion Bi h Velocity hurricane Zone 1 Q' ✓ 02017 TILTECO•INC. ®2017 OtFEIRN METAL SUppLY,INC. f A.S.S.A. TN IMIL (N�. Accordion Shutter System tLY. a1�1E#1 W/OR W/O KV.WND W BADE^ • Os,' American Shutter Systems OR—6r Lc.TITESTING aEGINEERING COMPANY N o(sC2ur1aoA1( ws>z..sou.sl,sa.306.vufa6►CeROws•n0a0A 3s, Association. Inc. i OLD is-0&i fir s - j2TjI 0411. 07/27/17 Pao.,.(3o3)an-1530.ra■:(305)611-1631 4268 Westroads Drive 2 !ss/QtaL��O 11111 r noi:^p1e<0000tse r West Palm Beoch, FL 33407 3 DRAWING No ,. (e-000aTt4 „��•' 1TAt1ER A TIWT k.R[. 4 17-107 P.E. SEAL/SIGNATURE/DATE rIOPUA Lk.,#44067 SHEET _ 4 OF 20 *Hors 01uHY LOCKS Am CENTERMATES: e C 9 Y N s r u ' w A ` , i. ONE HV I.�CK(2A ar�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL 12'ABOV£OR EtFj,QW 2 OF SHURER'YPAR OR SPANS UP TO 103;N+0 FOR INSTA! TKNJS T ANY ElEVA710N.14V LOCH P�tf or MAY OE USED AS AN INSIDE OR OUTSIDE TOCK,ATTA4Y 1ST10 OR • CEHT rIES Wl(2) 1/4 0-D x 1/2'LONG-FLAT HEAD S.S.M.S.LOCATION OF LOCK SKILL AS tNOiCATEO ON TYPION.SHUT ERh ELEVATIpN. ( ®O"vp 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SEOIRITY PURPOSES', UP TO TWO HV �w LOCKS.�R Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS 10 CENTERMATES f' : V OR StlK1 BE AS INDICATED ON N07E(i)A80Y� ' LOCA OF LOCKS SHALL BE AS INDICATQO ON 7YPICAL SHUTTER ELEVATION. * LOCKING RODS ARE NOT REQUIRED AT URRICAWE POSITION, ENT MAY 4 o+ a4 u 4 °' USED IF D iRED TO ENHAN E SHUTTER PERFORMANCE. LOCKING RODS 4 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). 1 4.WMI • ONE-NV LOCK BE USED AT CORNIR CENTERUATES FOR ANF SPAN 'AND INSTMtAM AT ANY fl£VA716H.NV Ln or SHALL Be USED AS AN OUTSIDE OR INSIDE LOCK. ATTACKED TO®CORNER CENtERMATE W(2T 1/40-20 x 1/Y LOND FIAT HEAD S.S.M.S TWO LOCKING RODS @ A7 TOP 8 B M SHAiI BE USED. Ti FLOCK SHALL eE AS"IT'"tED tNt TYPICAL SHUTTER ELEV AT"' �R Ng[•s�_ MA7DMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - ; ag 3. •OME ALTERNATE HV LOCK MAY BE IT LIEU OF HV LOCK or FOR ANY SPAN AND l.J _ E'- afl I 3 INE IATHNtS AT ANY ELEVATION.AL RNATE LOCK MAY 8E USED AS AN St OR OtfTS1BE LOCK.ATTACHMENT�o Hyp OF 1/4'0-20x3/4'S.S.THUMBSCREW TO IB OR CENTERMA7ES SHALL BE MADE W/ 1/4'0-20x3/4'MAN. t x g 4 RNNUT AS SHOWN ON SECTION HY£.SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. WNdATORY CONORTm a FOR wwoN,E OND IiST.,. Nom,_ ME HV LOCK 0 or 0 or®SHALL BE I I J USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Or SHUTTER SPAN FOR SPANS UP T } ; TO TIC.AND FOR INSTALLATIONS A7 ANY£lEVAON.INV LOCK 0 or 0 or @ MAY BE USED AS AN MOE.OR OUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W (2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE END— M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.SSE OF LOCKING RODS 0 W/ CtNNNEC710Fi OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAN.S ON o r t N i J K L SHEETS tD At i@ TYP.FULL ij�TES ON -HV "T" LOCKS AND,CMERMATES. It 1 - HEIGHT. \ i OF CORNER 1. - --- —'— uwnCxmx---. CENTERMAYE ONE ALTERNATE HY'['LOCK 0MAY.BE !ED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND � /� ACAii AT ANY E!£VA7KNN.ALT NATE LOCK Y BE USED AS AN INSIDE OUTSIDE LOCK.ATTACHMENT 0° o+l".J•' •«4:.J°+ . 1« OF LOCK INCLUDES.USING EINFORCViO LOCKS ,��7tA AS SHOWN ON SECTION NUG.SHEET 9.WHICH MUST BE t0•g'«a. «( •'S« --•, CONNECTED TO CENTERMATES�AND @ W/I 20�x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0'x 3/32' - ^ WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A'1/4•Ix'5/8'RIVNUT. OCK MAY BE INSTALLED AT.MKNSPAN OR 12' ] ••'/«� f].r w MAXIMUM ABOVE AND BELOW MIGSPAN.USE OF TWO LOCKING RODS 1�TOP AND 10TOM IS MANDATORY. t S`•Qo.i .��:0+(19•�5'0+$�?`• iy *NOTES QN HO LOCKS &CEN as; 1.TND W#4 ND[YitiE'iNMIiTE's_tt3t.OR�E:ONE ALTERNATE HO LOCK(&- MAYBE USED IN LIEU Or TYPICAL T) Hy BLADE SHUTTER EL V�ATION MY loafs OR FOR ANY SPAN AND WSpllA11ONS AT ANY ELEVATION.ALTERNATE ND LOCK 6 MAY BE USED AS AN INSIDE OR DIAStDf,LOCK.ATTACHMENT OF NO LOCK TO 0 IS W/3 IS x 3j0'F.N.SS.M.S..AND INCLUDES N.T.S. REWFVRCEMENT INSERT- AS SHOWN ON SECTIONS H09- AND HDCwHVC.SHEET 10 LOCK MAY B£INSTALLED AT MIDSPAR OR/2'UMMU4 BELOW OR ABOVE MIOSPAN.USE OF LOCKI NO RODS ig IS aMPCETELY OPTIMAL. w IMI CODE FORM eguil aG-7oh elGCit ua 1L1�`Q,�.. /f•�= 02017 MTEC0.INC. 02017 USTERN METAL SUPPLY.INC. BERTHA V� .•�1ri� aS�(••'••' I+Ir.+ TTA : , .. /IT� E7C07i TNc A,■ i■ ■p■ Accordion Shutter System * American Shutter stems KV BLADE#i owcR W/o NY.111TDlJW BLADE • ';.^` TILLIT•TES71MG Ai ENGINEERING COMPANY .N AIP11 oAtt oaeAN L.c.. p F CC tti am IM ML St.St..303,VACM CAROO(k rto+oA 331[ Association. Inc. I OLD 15-M /27 N ORI[• m 27/TT % ' Pn.++:(303;871-1530.To.:(303)871-153I 4268 We9ttoods Drive t --I,eti-01679 B~.Com Wes( DOIm Seoch. FL 33407 3 DRAWING No •', ''./�NAti` 1/ti WAti[R A'7167 JI.P.E. 1 17-107 rLCRIDA LkF MI67 S P.E. Stl URE DATE a S OF 0 a-CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK / CONCRETE REQUIREDC - SHEET T3} pEOUdiEO __ CONCRETE MORS I MACHINE SCREWS 5. pEOUW(D ,._ FOR {SEE SCHEDULE ON I w/it4'-zo CONCRETE ANCHORS '•"- Q 113 A LISTONC(SEE uwal,4OON SJIM 7) SHEET 13 i ' --- I-(SEE SCNEOULE ON SHEET-1 ` 1' % ) NUTS O 12,O.C. 1@2 OR 1�4 ..A. 1/41-28x34J4'S.S. u;n. EO MACHINE SC en USING 1/4•-20 NUTS 1 1/2•=i e 12'O.C. E.n.• I .2SD' oX. _ t3 OR t5 I -{3 OR @ 1 1 I E.D.• .250'Mor. E.0.• .250' f. • fill- 1 1 OPTIONAL 1 1 i t + \-OPTIONAL i 1LN SWARal01 _ j iat aJOE irO T OR (D' EXL5T1N0 , LUN.SEPARATION TO CLASS 1 E)OSTIHG 1 •-(�^(SEE SCT•EDURE ON SHEET ti) 1 DIAMPA 1 MAN.SEPARATION TO GLASS 1 CUSS OLISS--''�„__„ J_• SEE SCHEDULE ON SHEET tl) - -'1 EJn�� I L r� QC)BY WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION + KEYSTONE r- EXISIM ___ _ t_ ._-•---' •— ' UN,SEPARATION TO WSS _ p CLAWt 1 1 {1R 1SwApaw � t L }UN.SEPARATION TO CLASS EXi57W0_,j (SEE SCHEDULE ON SHEET 11) L jj�CgL,r0” -(SEE SCHEDULE ON SHEET Il} CLASS ON STET I$1�A DATiS Q.a 4Np EXISTING �-OPTIOtLAI. I; CUTS;S- E I I 1 �OPTIONAL r OR 15 j_E ED OR 12 14' _- 1(4"o-20x3 4•S.S. Urn E ED--+ PHILLIPS TRUSS NERD 1 4'0..20!3/4'S.S.R4LLro5 1 tACHINE SCREWS USING CONCRETE ANCHORS _ w 17 18 -—;- �:• - •_Tu�L_EAD ELMS a I?- c. '-(SEE S TE ANCHORS 1'_ l/4'-10 NUTS O 12'O.0 L{SEE SCHEDULE ON POURED CONCRETE-! .--- {SEE SC1#£DULE ON ET 13) { M"~' OR CEONCRETE BLOCK Si{ 13) OR CONCRETE BLOCK ,L•.-_ IS(1NCRETC ANCHORS REQUIRED WAIL REWREO /' - q�) (SEE SCHEDULE ON , POURED CONCRETE- SHEET 14) FQ HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED (l HV WAC. L SILL INST,(L CATION HOT to ` " INSTALLATION DETAILS W1 I-SEE .ET <FOR T7PX:AL SHUTTER •E.0. EEDGE OISTJWCE -- ASSEMBLY •SEE UG�TATLNJS OF,115E FOR 2-MOUNIOJG SE. COMBINED (SEE SPECIFK'4QTIONS ON SHEET 13) BLADE UON SHEET 19 \,.iJ BY BLADE 1N ANY WAY 74 544i ANY NSTJL.ATKH1. 4IZ� F.QRMA 811ilDING CODE Non h Velocity Hurricane Zone, !!!1"�;•••y�CEN p ✓+ 02017 TWECO.INC. 02017 EASTERN METAL SUPPLY,INC. JS ••' �2 rr�l ..-...—.� �. IIA ASA,� Accordion Shutter System 3 .IN.v BLAH 01 W/OR W/O KV VANDO v( TILLIT TESTING & ENGINEERING COMPANY AMefI0CEE1 Shutter Systems Y W.No 0t4un7TAN 0A1 aAwrL er Lc. ,{I .,•�O A,r'�Ev!!! 5333 tAt}U ux 3 1 fl J3 Aeaoolatlon, Itto. L OLD 15-Las 12711 DAI 07 11 Pn,ao:(306)871-law-Fox:(303)871_1531 4268 Westro0ds Drive 2 %Ls'/��A� N� d1 •-mw:twa^ooa,xom West Palm Beach. FL 31-407 3 DRAWING No ,,..� EB-0006719 17-107 WALTER A TAUT Jr.P.C. A "•xxxxxn'' FLO"A rc !44167 s SN££T R.E. SEAT./SIGNATURE/DATE 6 6 of 20 CONCRETE ANCHORS. ' CONCRETE POURED (SEE SCHEDULE OH SHEEP 13) i IoIoO (SEE 1 OR �O = �� i ux FtDAR•On y RECi7RE0 ED"M ';I tom""{ LING �5C °N ED =�r�•••-_• -••• SLAB 0196ff li w.WJMTdI S>t!f IQ 9 E R4- A PLICAIBLE EXISTING CFA ♦O: 0 \ /\•=J ? EO : AiT131E L}AIOR ,I I • )/ E%ISO'"G I/ 1 i i 1 ' l et0.3/4'HEX WASHEROCATICNI LASSI HftD i r - 1 . OR 3%6'Ial1 TEX SCREWS O 12.O.C. ) i 3/6 k. CONCREEE ANCHORS 8) ocE IF _ r {SEE SCHEDULE OFSHEET 5) Eq . APPLICABLE I EXISTING I,1 •z I 1 £OCE OF ` 10 CLASS EDGE OF i I SLAG IF0.F-- . SLAB IF i i 1/Z" I' EDGE OF APPLICABLE / APPLICABLE SEAS IF --" APPLICABLE PdJRED 0• CONCRETE SEE W-40 CONCRETE RE ANCHORS .4 11117M"BN 907No � POURED - R£QUtRED REOUIREO ( ) of sm 19 EOa {1j t}R 4h CONCRETE - ._ FlAT.HTAD CONCRETE ANCHORS RNESB kQQ9 . REOIRREO E. D.•-- --�-E.0. (SEE SCHEDUEE ON SHEET 14) ,— I t TRENCH INSTALLATION VAW ONLY IGR UP Of BY WALK—OYER INSTALLATION OESMN PRESSURE RATING &FOR SPANSAPER 0' HY CEILING INSTALLATION (1) NY FLOOR INSTALLATION t SCHEDULE J3,SHEET 11 E.KSNO CONCRETE MiCHORS ��j--, -tIH4P0064a 1•y�rr -' 1 A (SEE SCIiEOIAE ON .0m 11 LUE sOrmlAC O ..'�'`"-"—. .— �Y SHEET IS) 1/4•0 RA eU1Lf4 TAPCOrt w! i 1 EXISTING AOM%W 4.0 OWILM 0 EXISTING E%ISTWC-j' -*—-".' .. -..:�r^^ iCU1YAOCT ORI 1/1'0 P'OMJTS CLASS GLASS sm» - —� Gam-" 4 TIASOVIS TA"4 H locim w/ I I/4 ! 0 i i r l '�t i COQ fp tNy° Iq I 1 3/4'IM.04"U""o r MAX. OC,FOR LP TO a•-O`SPAN AND M SPNtS L-AM THAN •_ SU m AT!EWA rASTENet MAO 7 it I I i MA%. , !• / tIYP.)iSaE HOLE t ON' -1/2' E O• t =y WASFHER4`HEAO E•0.1 SKEET I I TR IATUTXNS 3 8 MAX. r SCREWS it CONS.Sf'AAXti- ` s1 }�. 12'O.C. I�J/S' r= �© i r I -_t /14.3/4' HEX HEN\_._ , TEK SCREWS O B'O.C. ) t__ �r dthl/4'SOS I I ! 1 �_ U+'r]at/C SS us OR i/4'4-20 W.S.H.S. 'DNCREIE ANCHORS 6 t $�•\./ 3/ -- -- T/4' -k4m 1/4'•-20$AM• W/NUT a 9'O.C. ! SHEET IHEDULE ON •'T 1 O 9-0.C. 1/2 __..__ " MOK, _ "• - .. O It'Os. _-___r • r •\ EXOTNO XON SIRIlC111AA1 I I i7`*i8 I/z's-�-t'• 17 R 18 '• ,�2.oq'�11N. wHl TOU(CECOR"Ne t,l =. EDGE OF -�-` f.- E.O. SEES S r SLAB IF �• \ \ 1\_/14.3/4'F.H. S.DS. MN. T I 1 7/8'--I--1 7/8• APPUCABLE- -, ,\ _.... N. . 0 9'O.C. , ." ... .,,• _ POO6L0 CO.�KFEIE t (---•--E.O.-_- '-CONCRETE ANCHORS -SEE NOTE 13(b) - \-WEE ROTE 13(b) ., 'RICKno PCURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 ( --- -E.O.----, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET 1 '' +'_•_ _ 4R CONCRETE BLOCK —,---,----�—,- -----•---- --•— REQUIREDOR �1 T MIS I�1N5T�LATION oPTKRULL± rooa£o KEYS ONE UNl CofxaETEJ K HY WALL FLOOR INSTALLATION wum/w A Disc"PAEnrFE:.a:,3j-1,1 REDwREo G , H.Y WALI�(�LK—OYER iNSTAL�TION uwuuu SMUTIER SpM W-r HY RAINGUARD INSTALLATION t yQTE r0.° OM,WATM N OF SCTKXtS; IF—t i1 TMS INSTALLATION SWLLL BE £.D.. EDGE DISTANCE REMWABLE WHEN PERFORMED ; SEE UIJITATIONS Of USE FOR 1- SEE SHEET /FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHECT 13) OORVENTRAN EENT TO A OPERABLE EXIT OWE N-ON SHEET 19 � ASSEMBLY _INSTALLATION DETAILS W/ (P HV BLADE 2-MOUNTING SECTIONS GAt7 BE CONSWEO II N ANY WAY TO SUIT ANY INSTALlATN1N. SLTlI %A. t Rr- EI.QRff]A BUlIQiNG 4UL/4 IlOti Ili9h VB)OCiiy Hurricane Zone, EE . 02017 T0.fECo,INC. 02017 EASTERN METAL SUPPLY,INC. BEWTHA HVTM �.qTIr 0• Accordion Shutter SystemL EN �E N: A.S.S.A. KV.RADE#i W/OR W/O N.Y.WINDOW ELME • 9�•y +� r Q 1d TILLIT TESTING & ENGINEERING COMPANY American ShuNer Systems (y,H DESui ATE oluwN Br Le AesoclollonE Inc. 1 OLD 15-065 T t7 1 GATE= 67 27 i? _ 0 4A til a3ss h xh.s=,s,•:°S• .fox cwOwS l-153 Sa+a 4268 Wes(rgo-ds Drive a / _ Pn,n•:VOWNo S-1330 U11 .r°■:i3oa>s7I-+e31 _ IaMAL', •-.m:U la0000.eom West Palm Beach. f L 39407 3 DRAWING i 7 07 "rr11 WILICR A0041Qil P.E. 4 +E /ICNA rIOROA Ut.P 44167 3 SHEET P.E. SEAL/SIGNl4TURE/QATE 6 7 OF 2 ODS INSTALLATIONS WI Ci) HV ME NOTES I LOCKING 0ON S ETtGEXs(D«® t r,' AAD AtTEFtWRE HY LOCK�OT!SHEET 3. a V T I'V /"'EX611HG CLASS ['�+ **DUDE%Ace OCTAL HW 13 VAUO FOR ALL a a o�O BLADE ' NT R A Iry'ES . CIWEAVAIES APPUUIWN WIN MADEO a a 6 •' 7 a 8 10• °R OR. SEE END WALL CONNECTION 1to�•Q5�«®•®«/1(��'�« -EXISTING GLASS DETAILS ON S RETS 10& is z=z.r/aAo-z ®•®°'�•�a�'� 31/4' 7- s1/2- ----�-- r -------- i (am-78 ALLOY)ALU1r, j QeEQSING SYMMETRYCAI AHCLE 2) TO COHCPEOIE I 1/2- w®+® 4 (tSALS.Tsou); ,_ i W/ NV LOGY. 4 W NY LOCK CENIERMAT ` MwT CCAA�ss10t7 (4j#100/2's.us To LUBE /+0 3/4•S.M.S.su0 12' j i / . I.C.FULL LENCHT. j AT EACH ANGLE{TYP) I (SEE SCHEDULE r \. I •` 35* i =1N ON SHEET 1/) 5 • . t A A 5 V0 — _— — -- — ��®«o•0,�«�®�10 O - , HVB PUT] « MCI 10•�•^�•'L:'/��•1�a HVA �,®a®+Oa g�«yQ.�« -POURED CONCRETE OR ,('�,,� EXISTING CUSS CONCRETE BLOCK WALL ©'O •©tl1"-•''� A' 1 l _____ 10.6_-_0+YJ"_ 0°' ED @°'1 SYMMETRICAL---- _— -- 6_ / .• e •�- (STING 1 GLASS `l.:!04 y( �LEXISAN _� r •a ' •�V:� NAY.SEAARATiON 1 i Q_— _ _J cuss CT C£N R ATES J ®•�°N i©•�aQ•l/op (SEC SCHE8ULE r • 1 _�_ - C �' — * OPTIONAL0'�"'�•�p t�` ON SHEET 11) LAIN.TO GLASS TION,,' j�"'4�,J « ! �YY•�{—_.--_ . (SEE SCHEDULE =1N OPTIONAL ON SHEET 11) (INTERIOR) —– - -- –CONCREIL 1-- --QO ANCHORS 0 oc « OUT6 1rr 3 (EXTERIOR) (I\/C (T HVD � IIIr7FFFr n�i„�y !E T r FLORIDA BUILDING CODE lion No Velocity Hurricane Zone' t1�y•, '•^^•r■■��' � 67017 141EC0.INC. BERTHAAW' 02017 USTERN LIETAL SUPPLY.NIC. A Tu C 4 'r' 777A■�7■ �A� Accordion Shutter System �TtL tt 1tv EiUU)E#1 w/OR w/o KV.IMNDpN BLADE 71L IT TESTING � ENGINEERING COMPANY Amarloan ShuHer Syststn3 ocscamroE tE owax Lc E333 HM.3E0,.St.3t..385,MAMM CAOMM.nWQA 33149 Asecolatlon, Inc. 1 OLD t5-ces 7 1 oAlEe 07/27/17 -t—•(303)87'-1330.FQ.-1(303)871-1531 4268 Westr00ds Drive x DRAWING No 1S/ �rr111 pie�io1o"oa�is s Wes( Palm Beach, fL 33407 3 17-107 '"�wrO�n�r� ,11•` WALIER A.TWT Jr.P.E. 4 SHEET$ O .2 P.E. SEAL/S.GNATURE jt)rai nomDA ca./u15] s ` ----- --•-•-POURED CONCRETE _ POURED CONCRETE —.POURED CONCRETE POURED CONCRETE OR OR CONCRETE .--.. ..— Oii CONCRETE ___..-.._ OR CONCRETE CONCRETE OWN WAIL BLOCK WALL REQUIRED � BLOCK WALL REOUIR ----'-� BLOCK Witt REQUIRED REONRED EXISTING CLASS r —EXISTING CLASS {{ 2-MIN. EXISTING GLASS CONCRETE ANCHOR-� EXISTING GLASS - 7 .-/--— —-� _i• i' /-"- ) A i8•D.C. 1 .Z—— j WL SEPARATION •.--'2'MN. SCHEDUUE ON S"wT - TO (9E - O Cm(SEE EQ EQ i0 t3AS5{Sft HON SHEET 19 MI FOR R00 11 1 �ET SCHEDULE ON SHEET SO4XUAE ON SHEET t/I6':J"lAAX. TI f'CR BLADE fit 11 FOR BL DE0940 (606J-T6)CONT. KAtESM& ON SWEET t EOR 1/z' ��1 ON SHEET 19 ON SHEET 19 FOR ALUM CLOSER _ j , --� 7 BLADES®A Q] (LOCATE AT(�___" BtlOESm& PLATE. (LOCATE iM1 W sR)SIDE�:7 Y !� Al EITHER�? My i , •} T'OR 2'MAX. j 1/2'MRN. _� --' `� (AS E)x2-xt/8',0•-2" 4 _�- /10x1/2'S.M.S. CLIP �,.' O W O.C. _ T- ( -To ALUOT)T MIDNEIGHT a Is"o.D. ^ •= 4 --- ( tsOxt/2's.u.s.To®� (� / ��'' ,('�a )t/4'►TAPCONS ANCHORS TO ,r 5�-- SEESIDOCTAL X FOND VJ OR V.+J` SRR WEIIAUL AT I-.OU•© ATE AY •COR ^i (%OR �• I SEE SIDECONN£CTION d OR�• TO (RACKS e0"©•0"� SS DE CONNECTION EE DETAIL X 4 ®a�a 60.7Ua(�8 0•I©" " "8• 7"8 tO•�a TD TRACKS a "8• 7"8 •®e' �0•®"Q •�°'©• " Ta All, ©'�.'�l7_'l/A�J•�^ 8'.07 .0,®•O,®ee 18-i{ • 8•y®a,�•�, ®•®a®.,(®� 8.�a,{�, U ®°�4�•d�a4�"Q FND CONN�OHYiIOx®Y7A�9V�200 3ION QUAIL@ END CONNECTION DETAIL 1 tl /J O If REWR£0 WLY r S GREATER THAN 12'-0' POURED CONCRETE -'" G5�� ®CONCCRTEOCWLL d - ---EXISTWG CLASS REQUIRED 1100/2•S.M. j�(Jy .i b._--_.._—_:-•• -- - -- - tTOSEPARATION O T6'O.C. MN.SEPARATION V ."----"' --_- 6�OR H@OR 1 ro CLASS(SEE __ _ iii1FOR ON SHEET _ _ _ _ _ tt FOR BLADE 6SN.D CCtiCRE:E 1/2-MIN. TSti AAE ON 9CLASS SEEftT � - _ _ __.- -- - (4�j OROOR 1 ORO ON SHEET 19 TOR ANCHOR O--; ON R. X rl. 4 - v CONCRETE BLADES ILD k(� 12'O.C. ` EO 5 was 0&0 „-.-=-- - OR(g ANCHOR t— Q 16• _ 1 2 MIN.. .i {L -`'------ ..--t _.i.L2 MINI_ — -COR®OR(DOR EQ ♦SEEATIONS OF USE FOR 2'mti. _--- 2"MIN _.—. BLADE ON SHEET 14 OR OR(• OR OR ! 5 � OR. PLAN DE'fA1L d OR (W �p a0"O.O"O"®•6�" X <-- POURED CONCRETE OR °'G-0-0-@- �'C�.Q "�•�"Q•®" d 1TAl .gTIOhI CONCRETE BLOCK WALL 1.p»0.66.0. ° . -®•(7}•07"®•07 .0- HV B ADE OR IAV WINZlOW BI.AQE 1NT0 p REQUIRED 0-0-0-@10-0- ®.�w{�•[�l�,Oj" • �•®"®'�"�'®" o.®°•�•®"�•� ,CONCRETE OR CONCRETE BLOCK WALT... END CONNECTION DEJALL,Q �'�'®`d�"�'�" ' ' ® "®'® FLORIDA BUILDING CODE Non kkh Velocity HurFicone Zane U += 02-017 CISTERN METAL SUPPLY,INC. o20t7 M1EC0,INC. +4 sa► '��GElV3F'•✓p BERM HV7M AAccordion Shutter System w ■ ■ ■ Liv aADE#1 wf oe W/O KV.WWW MADE yi( *; AmerlDan Shutter Systema REV.a. aEccmtrw DATE oRAmi E c. 'A�" 'p •'tom : TILLIT TESTING & ENGINEERING COMPANY gsaoototton, InC. + 0'.D 1S-O65 7 27 OAYEc 07127/L1 c?r'•,r` a aTu y 391h.( se.su.sos,v.faq axuats.naua"IV4268 Weslroods Drive > Phonx:(JOsj67t-t6JI .FOL i(aasNn-tuI DRAWING No C�1++t11 x x Ee 00067tQm West Palm Beach. FL 33407 4 17-107 7-107 WALTER A.MUT ',.P.E P:. SERLjS(GNAT+IRE/DATE •--"'/rAiAirr' rLORCA Ute./44157 6 __,. SHEET 6 Io 0 SCHEDULE It SCHEDULE #2 SSL! of ULE #3 MAXIMUM SHUTTER SP�-L+'OR "L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*"L+' INSTALLATION LEGEND • • (ft.). FOR INSTALLATIONS W/ AL OR -L-- (fl.) FOR R -L-" (ft.) INSTALLATIONS — dFINTEtisi9lE��} d1 or or OR W/,��•-a-R--n- Y1 CONCRETE & WOOD (1)L+:MAxlMuu NLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ®or @ or or �7 & W/ ONE FAV LOCKS MANSORY POSIT}vE AS.O OESM PRESSURE RATING. HD LOCK®W/NO LOCKING RODS or ONE HV LOCK or. Al W/ NO LOCKING WALL A.,B. C. 0, E. M. N. O, P, 0, A.S.O. X.AUQIGN PH LESSURE RATINESPAN FOR G. GIVEN HEGATNE CENTERMAT® 28�d 29 W/ONE W/ NO LOCKI R0 2 S UOUNnNG F. K do L R. S,&V. t flr "T" LOCK 30 Y- /TWO, LCKONG (SEE NOTES t.t1) (VALID FOR MOUNTING® (2)PROCEDURE 10 OETERL"MAXIMUM SPAN FOR RODS 35 TOP& BOTTOM 14SEE SHEET 7) FLOOR/CEILING G. H. i, 11.J T, U,W&X WALL MOUNTINGS(IOP/6017104)OR FLOOR/CEIUNG: CONCREIE&WOOO MOUNTING CON INSTALUMINS [35 Rw 1:4rus1 CONCRETE & M GIVEN A POSITIVE ASO. DESIGN PRESSURE RATING, AAk"O " .01904 ASI.Or rA 1AIMLATIONS DETERMINE MAXIMUM SPAN'L+*FROM SCHEDULE. PBL'4R.rL WALL MOUNTING FLOOR MIND �UK wul M04X4nttO PAII35 E 11009 CDUNO UOVIR" fGtkq ATNC & Mtrq / GIVEN A NEGATIVE ASO. DESIGN PRESSURE RATING, tp.4a.) NOItNONO .)) rtOORJtcst+O 11DUN0/49 t 4#)) FtaOR NOUN}tNO DETERMINE MA)04U}I SPAN 1�FROM SCHEME. -- O MAXIMUM S14UYIER SPAN -L+'OR-L-'FOR L 4 l- l 1 l- t+ [s) L- n l f t- FINAL MAXIMUM ALLOaA6tE SPAN IS EQUAL TO THE 30 OR L 18'-D` 0 le-0` 16!-W 30 16'-O' le-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psi.X5.0.DESIGN PRESSURE RATING. MINIMUM OETERMINEO SPAN BETWEEN'L+*AND 'L-•. 35 1C-10• 14'-10' IS'-2' 16'-0' 14'-10' 14'-10" 35 1S'-2' I6'-t0` 40 /3'-lo` t3•-l0• 14'-2' 15'-2' 40 l3'-10` 13--10' 40 14'-2' I5'-Y (3)PROCEDURE t0 tL7ERMiNE MAXIMUM SPAN FOR 45 _ 13"-1' 13'-1' I3'-4' 14'-3' 45 13'-1' 13'-1' 45 13'-,' 14'-3' •t HV COANER CEMERMATE P3 WAY BE USED AT ALL COMBINATIONS IN SEMEN WALL MOUNTINGS 50 t2'-5" /2'-5' tY-8' t3'^7' SO }2'S' tY-5" SO 12'-3' 13r-1" 40UMINO INSTALLATIONS.LOCKING SPECIFIC IMS W/FLOORjCEttl G u4ttMONGS: SHALL BE AS ROWED ON MANDATORY CONDITION O2 55 11'-l0' I1•-10" 12'-1' lY-1l' 55 11'-10' 11'-10' SS ll'-1' 11'-11• FOR A GIVEN P05115E A.S.D.DESIGN PRESSURE 60 11'-4- ll'-4- 11`-7' 12'-4' NOTE 15SHEET 5 60 11'-4- ll*-4' 60 10'-Y 10-11" . RATING: DETERMINE: 65 1D'-10• SB-to- Il'-1' 11-11' 65 IO'-10• 10•-lo" 65 9•-5' /o•-1' �+= MAX.LNANSPAN}FOR WAIL MOUNTING INSTALLATIONS. 0•_ t •- 70 _10'-6' 10'-6• 70 e'-g' 9-4' - LD+- MAX.SPAN FOR FLOOR/CE0.1NG MOUMING 75 ,0'-1• id'-1' 10'-4' $V-i" 3 75 10'-1" IO'-1` 75 b'-9' .t.t EXCEPT T1A7 M}ODULMA SNtn1ER ONSTALUTXX4S. 9'-10' g'-10' - -g 80 9'-t0' 4'-10" SPAN-L+'OR'L-'AND MAXIMUM AS.O.DESING FOR A GIVEN NEOATK ASD.DESIGN PRESSURE 85 9'-6' 9'-6' 9'-g' IQ'-5' 85 W-6'" --9•-6" PRESSURE RATING FOR MStAELARC4S INTO CONCRETE RATING: 90 9'-Y W-3• 9'-5• 10'-1' 90 W-3' 9'-3" OR CONCRETE BLOCK SHALL BE UMIEO AS FOLLOWS: DEIERMINE: E12 9'-O' 6'-9' 9'-2' g--t0' 9$ g'-p- $'-9- 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX.SPAN FOR IVALL MOUNTING INSTALLATIONS. __ LIMITED TO +84,-72 P•s.F• AND B'-O' SPAN, SEE La MAX.SPAN FOR FLOOR/CEILING MOUNTING 8'-9" B'-4' 91-0• 9'-7 100 8'-9' 8'-4" MOUNTING©ON SHEET 7. INSTALLATIONS. W-7' 7'-II- 8'-9• 9'-4' 105 W-Y T-ii"8'-4 T-T 8'-T 9'-2' 110 8'-4" T-7" FINAL MAXIMUM ALLO9BLE SPAN IS ELAN.TO THE W-2- 7'-3• 8`-4 W-1/' Its 8'-2SEPARI(1T1QN TO 1SS r,,7C}lEUU4 tuN9NUM 9E1WE£N 1r+, tD+.2/--AND is8'-0" 6--11' 8-2' W-9' 120 8•-D" W-11" (4)Go TO ANCHOR SC-ICDULE Hi7H FINAL MAXIMUM T-10" 6'-g" E'-0' W-S" 125 7`-}O' 6'-8• ALLOWABLE SPAN AND NEGATIVE AS.O.DESIGN 7'-b' 6'-s' 7'-l0' e'-1' 130 T-e' b-sN1iND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR T-7' 6'-2" T-9" 7'-9' 135'.. 7'-Y 6'-Y SPACING. 140 7-s• r-n r-7• 7'-6" t40 7•-s 5-11• ASTM E-1996 SEPARATION 145 T-3' S'-9` T-5' T-3' 145 7'-3' S•-9" T� GLASS 150 �'-2• 5'-7' 7'-4' 7'-0' ISO 7-2• _ 15$ 7-0- 5--5- 7-2` 6•-9' 155 7•-0' S'-s- 1 THRU 3 1" 160 6'-IS' S'-2' Y-1' W-7• 160 W—I" W-2' 165 W-i '- 5'-t' i-D' 6'-4' 165 W-ID' 170 6'-g• 4'-11' 8'-/1' t-iL- 1706'-9' 175 6'-6' 6'-D' 175 -7• ,'-9• ( H V BLADE ` 1$a 6W '-b' 4'-b• 6•-8' s'-lo• 180 $'-6' 4•-8' 185 W-5• 4'-6• 8'-7• S'-0• 185 6'-5' _4'-6';- 190 S'-4' 4'-5' 6'-6" S'-6' ISO 6'-4' 4-5` • ••195^ 6'-J' 4'-3" 6'-5' S-5•-- _195 _ 6'-3'� 200 8__2 a'-Y 6'-4' S'-3' 200 6'-2' 4•-2" 1� 205 e'-1' 4`-1' s'-S S'-t' 205 6'-1' N "��. FIARM BUILDING CODE Non h Velocity tEUrriconO Zone,i • �,.• T 02017 MtECo,INC. 0'1017(A$IERN METAL SUPPLY, INC. VTAI I f 8' i �}CENSj� ✓ * Accordion Shutter System L 6E 4-Vl"eA.S.S.A■ LK VANDUW UADEtV. T W/aR O 1E6' TILLIT IESTING'& fNGINEERINO COMPANY Amelrtcan Shutter $y!ltoln>! N, Runty DATL DRAWN er 4h1t7 1•G. :f Association. Inc, a OLD 15-Les 7/27 1 otE: 07/27/17 `v \� NY}NX.MN.9..St..DCI.NPGFM GADLNS./iCYiO.t 334E 4 ;t3osyen-}sac. (sos)en-1331 t DaI y/eseroh, L 33 s DRAWING No } f` •' � 1d a-mca:li0rc000d.ccm West 'alrn Beach, FL 33407 a V[�f�f1• •y vJVlllri�{.�Vs•/4 WADER AOWL71Jr.P.C. 4 1 J i�7 __ FLORIDA lie.1 44167 6 SHEET P.E. 5EAC7S1G13A�TURE(DATE c OF 20 ?II,Its fi;j 1 ir; ►,r a .;:7 IaI.) it::�i.Z'F:'::;aia• �>riT« [D1[Y3[L��1L-fl[:�Q1G�[L71m1•Z•1�7idI17EJf[�Its[t.�iY31tP3EIi:�O[71i'l[Ll[Ei!>��C��p��[7�QOOpL7�ObA��O mmsac•npppnpnmlmmonlnnrai� mnnoNppnmmu�n['� Malian 7Kiumauslan"n 1"mwannu 70mm.00 QAOf� � QOA000OQa0A InKamaplupaip3�6Rppp1�pi. �pp�OOQ�OQR/7- �u>imiI][][7AL1F]i�[Clmm[#pp[7r� pmmrDE7[�OQp 61m�[�OgmomiErmOp[>fOC�[ld[r[]O[71r7 iU�®®ltI1EiL700pppi�[f3LL7p[�L=O6�[f�t(7p[=OpX1ELYlff#mul" RR>��[apE�[�AQi�AiLiii�il0F�7 , m93�7Qm7400L�9c1m®m �0[p� 6R1m004.Og�0@�[��A� mQ[�!d[R�Qlp �� pO . .• �m�raica�Qizecru•mm>gc�o:�aaasmcarir�ern�iana•mmcncapRgr�ma�pc�ponnAn ' n��c� imimranrnacr a•mmoanom almimcnpppn a�immra�cnReaRaimmnr..��rRRpoo�aamm�p ��mmmi niaa�aumrmmovn�ommimmocanoinnmarmmoi��oMmmmmHppva "nn. unno. �m®m OOmpmmmQObmmmm��dOm�mm�DOLn7mRm�p1�®rmr7l�7�OmQmOm' O��n' �O �mO��Oflam mmmaa�mmm0mmmma0�0Q�mOmmi�rmmammOAa�mOOm�io'7'7 [p3�MwmmwNCN== =mwmpmIFmM==.gl[3©p.!®i7tEp"lr1[�rp� mmemm m=Mmitlmma��0� 0�t7RISRl6m1QRd a�k�IOL�O� c ur Ef7pOnrl![LlmKamm �}, mm�raprinnlLltFlmOd AAAm�1i7 op p uumlaus == mm3w9N pm mum mmmmmmul�iIRQmem@ppmmmr:MOO"Hw""�Mo �USEA Ipi�a�®�0i�71F�RRQ67g3iLIr�[�OnR[S�mEInQRnOan K311'7QnRAppO[7Cf]E� on mexmzIYIXHN E®�lamam®mO vOdmOmEp7��0am®R�Mm==mmQww"w0O" Mm"mm= nm mmEUpRi>>nQQ7ppOr�mm�7mr7pQQRf rnm mummsr17EL7RRRQnarr7® EK7pQr�Afa[E#[&70pR p rFliL• mnM=Au mMM Rnpa[Lt {@�RpRRr�At3[3tp]pC3mm �A�A� mm3E3m= E� ma miilRUNKMERMQrli==HA F3RnmmisummKAIMm=O=r>imm"mm mu"H imsmunU�pElAOm77RRranQRlm 'mOOn0®mQRRRdiammR�= E3 mmROInta �RQRRmC1dpEUKM=M= ms¢rmE"RoiQnA mmm=RRM mm= door°oo�aont��mmnim=�immmH""nno"o mm=nn�mimAQAAai mmE1RCM�nQQxppQRmmmmOmnRARR �RnRmmm 7 mRRRnRm�lEflr�irlNMM ®c�7p000QoalmmoR usmmnnanu� �QnQ �� RQetiQnnnndpoo ®mmsmA®pQAOnp mARnRO 6lmnQpQpRREl[�7 ndCtElmpApQRRnoOd L7lild (•/� ' r 1' i .� 1 mORiiSiF7RRRRrim[LlmnnQRmRSE![1RQCfmmummuQOmi�mmmnmmgm� w` r • 1 rnlm oQ w1ORRR mmnn dSfE17Rn QRn ' �mm�popRonn�mm000r�Oo��iooaoRiaoppanrvvomodop��vaRimonioopnann��d� � « ► • KmKR l�ImoRmtllmRmmRRA[zl[YInRRRROmmuQRg®RiEI7F?7lRQRQRRC7E1�3E3pE�mmii m®oC7QAriMm R RRRulmnRRROASk7000R S!F u===QQO[7[i>E7"= o riiRar71Q mmmmmm= =LLZQOQn=um= QQORQROppf&7iZGQpQpRRnQE1�7 poAOo �m0�m0�mRfltm mOdmpmm0 mmClmm>YimR�RRiOmunnQOR��mO A[>>nRaQRQ mpQ QRQQpQ#SIORQQAppQ>CiOQ Q RIIaAQRpp�pAppQpONZiI7ORpQp nRp�In rl A �mQlmmOmi�Imm MM r�®m�QrmOmO m�00pnppQpOmRRRplm®#ZmmQmmQDo70pomma ' >L7QOQQ6iRmmC>ElrOvamLt#4m0Ol4RTl�QmmRariiLQ7mOa00m0�Om ��mmmm i'i 4 i it MM O IMUM • SPECIFICATIONS ON ANCHOR REQUIRE N S:POl/RE0 C N RETE OR CONCRETE BLOCK SUBSTRATES (SEE Mouti N08£0.t N ON SHErn 6&7) 1.ANCHORS TO SUSSIVAIE SMALL BE AS FOLLOWS: 1'OIIRO BLOM IVAID 00MC22ET'L (A) TO E7TSt1tN0 POURED CCtNCRE7E:(Ma.ib-3 ttF) Wtww (g)WALL SILL MOUNTING t&CEILING MOUNTING t) FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,As MANUFACTURED BY Lr w.BVILDE7(. (uta 3 toy SPAN ANCHORS SPACING LEGEND - 1/4"1 w 3/4'ALL POINTS SOLID-SEF ANCHORS.AS DWRIBUTED BY ALL P'OWTS SCREW.BOLT 6t SPECIAtTY COUPANY. Mia N'e-3 kbl) (a) D. u - Eft%BLUE TAP CONCREEE ANCHORS W/CAP AS MANUFACTURED BY FLORRIA FASTENERS DIRECT.NO.(NK re-2 ksf) 30 40 40 75 90 120 160 20S 30 40 1 aO 75 60 120 160 205 30140160 7S 90 120 160 205 TAPCON OR - 1/4'1 TAPPER+AHCIpRS AS MANUFACTURED SY POWERS FASTENFAS.LNG.,AND DISTRIBUTED BY AUL POINTS SCREW,BOLT•&SPECIALTY t 1 4 • 6 70 f 6 TAPCON WITH ADVANCED �OOa�MPA,N(.OR ANY OTHER APPROVED LICENSED OR ALtTtOR1EB VLTNOBR RttN51ERLU ri112{THE AMEPtAN SHUTTER SYSTEMS ASSOCIATION,INC. 4 2 10 D d d 6 6 14 12 t0 9 S 8 5 6 14 12 18 9 4 8 6 6 tH It POW TECHNOLOGYSOW-SET tw,0 }'s-3 kat) OR LES! 14 12 10 p 0 0 8 0 14 12 10 1 6 5' a 6 14 11 10 9 a 6 5 ALL POINTS S01'ID-SET BLUE TAP W/CAP NOTES: 14 t2 t0 9 0 a d 7 /4 12 SD 9 b 8 0 8 i4 12 t0 9 8 0 a 8 NOTES.- A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON MR ADVANCED TIMAMORM TECHNOLOGY ANCHORS AND TIPPER+ 11 2 t0 0 a 7 SS 35 14 12 10 9 5 8 6 0 14 12 10 9 a 6 a S TAPPER4 ANCHORS IS 1 3/4•.AND FOR BLUE TM W/CAP ANCHORS IS 1 1/2' ;.-D. 14 /2 10 9 a d a 0 44 12 10 9 a a 6 6 14 t1 t0 9 a a a &5 14 12 10 9 5 a a 4 14 7Z 10 9 0 e e 45 14 l2 10 9 0 a 4 as AZ)WMMULI EMBEDMENT OF 1/4.1 a 3/4•ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMSEOMENT 14 2 10 1 8 B 0 4.5 14 12 10 9 3 5 6 6.8 14 12 10 9 a" 6 d 43 WTO STUCCO SHALL BE PEANRHEO. 1/410-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LID WMMUM SWAD STUCCO 14 SZ�10 0 TA S.5 SS -114112 10 9 d a 8 S 14 12 10 9 4 7 S.a 4 +uE MOM a uY rOR ETttST,AND 1•MttAWM FOR ANALIS N11HH NO STUCCO. N 12 9 e e a B 114112 10 0 b a e 55 14 12 f0 0 d 5 8 48 �•� s.&cT if 12 a a 7 ♦ - 1; 12 t0 0 6 e3 S 38 14 /2 10 8 63 5 S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOILED ON THE EXISTWO WALL OR FLOOR• 11 0 0 7.5 4.51- 14 12 10 9 8 6 a 43 14 12 10 0 a 0 43 .73 ANCHORS S1All.BE LINO EtONNIN TO REACH THE ERIN STRUCTIME 0000 SND WALL,PRISMS ANCHORAGE SWLL BE AS INDK•FED ON 14 12 93 7.5 a.S 4.5 - -[14 12 10 8 6 73 SLS 4 I4 12 10 9 6 6 L5 3-S ROTES AT)&A2}ABOVE.FOR RNSTAttATOM ON VAM SOAP OR CM WITH OR WITHOUT NETK,STUBS CONSULT THIS ENGINEER.FOR e-O• ti !2 t0 9 d8 6 - t2 10 9 8 3 a 5 14 12 10 9 0 &S 3 &5 IISfALIA INTO OF8 HIM META.STUDS SEE SHEET 20. 14 12 10 9 7.5 &5 3 - 12 10 8.5 7 S3 ♦ 3 14 12 9 66 33 4 3 14 12 to 9 a 6 - 12 10 4 6 A5 S 73 14 12 10 e.S 0 S 4 - (B) TO 09Stm CONCRETE BL.oCKt OSTM C-90) 14 12 6 0.5 SS 3 - - 12 10 9 8 0.5 4.S 3.5 14 12 10 8 7 S 33 J - 1/4"1 TAPCON OR TAPCON WITH ADVANCED,THRFABFORM TEC14NOLOGY ANCHORS.AS MANUFACTURED BY LT.W.SII IFIL_D,• 14 12 t0 9 8 a - - /2 t0 9 8 7 S 4 14 12 t0 9 T3 6S 1 31/4.6 a 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ATF.POINTS SCREW,BOLT&SHCULTY COMPANY. 14 12 10 6 &S 4 - - 12 9 7.3 6 15 3.5 - 14 10.5 7 SLS 4.5 3.5 - - 1/4'0.BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFAC URED BY FLORIDA FASTENERS O:RECt.RIC,14 12 10 d3 t - ^ 12 10 0 7.5 33 4 - 14 12 9 7 73 43 - - .,. 1/4`1TAPPER4 AHCl40RS AS MANUFACTURED BY POxE11S fJLSiEhSRS.INC-.ATD ObTte(NUtEO Bf AILP011N75 StftEYN,BOLI&SPECtAITY t4 Ti7 35 4.5 - - 12 10 0 73 33 4 - 14 12 9 7 6 4.3 3 - COMPANT OR ANY OTHER APPROVED LICENSED OR AUTHOWED VENDOR REGISTERED WITH THE AMERKAH SHUTTER SYSTEMS ASSOCIATION,ENC, 81-0• N 12 10 9 0 0.s - 14 12 10 9 a a 4 - 1 •12 70 a 6.0 S 3.S - NOTES. 14 12 e.5 T 5.5 3 - ^ 14 tt $ 63 5.5 4 3 12.5 9S a 3 4 J - 8,1)N00AR4 EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPNER+ANCHORS K t t/4•AND TAPCCH 14 12 9.5 173 6 - - -114 112 93 a a3 5 - - 14 12 a 6 0.5 4 - WITH ADVANCED THRFAOFORM TECHNOLOGY ANGORS IS 1•. [13 9.3 63 5 & - 14 12 10 8 63 6 14 12 3 63 3 4 9•-O" L2 10 9 6 - - - 14 12 10 9 73 43 - - L4 12 8417 3.5 4 - - 0.2)MINIMUM EMBEDMENT OF 1/Y/r 3/4'ALL POWs SOLD-SET ANCHORS S1LALL BE ENTIRELY DKODEO INTO THE CONCRETE BLOCK.no 13 7.5 6 4 - - ^ 14 11 7 5.5 3 33 - - It 8 5.5 4.3 3S - - - EMBEDMENT IWO STUCCO SMALL BE PERMITTEM I/4"9-20 S.S.MACHINE SCREW USED SNALt BE 1 I/V LONA MINIMUM SHOUI0 STUCCO 12 a a3 43 - - - 14 12 6.5 7 5.5 ♦ - 14 103 7 3.5 6 4.5 - - DUST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. &5 33 4 14 I2 9 7 6 4.31- - 14 ti 7 S5 43 3.5 12 10 9 7.5 - - - 14' 12 TO- 6 &S 5 - _ N 12 a a S 4 - - 8.3)M CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE TOILING ON THE OOSTWG WALL OR FLOOR. 10.5 7 S 3.3 - - - 13 9.3 6.6 5 4 3 - - 10 73 S 4 3 - - - ANGORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALT.nWSHESANCHORAGE SHALL BE AS INDICATED on 11 7,5 55 - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 4 ♦ - - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS OH Vhn SUMO OR UPS KTM OR WITHOUT NET&STUDS CONSULT DGS ENC*NER a s - 14 12 6 6.5 5.5 4 - 13 10 a.s 5 ♦ 3 - FOR INSTALLATION INTO DFS KIM METAL SIUOS SEE SHEET 20. 11'-0• 12 10 - - - ^ N 12 9 7 6 4.5 - 14 10.3 7 5.5 43 335 - - 9.3 3 _ 12 9 6 4.5 4 3 9 T 4.3 3.5 3 (C) A:CHORS SHALL BE"STALED FOLLOYANO ALL OF THE RECOMMENOARONS AND SPECIFICATIONS OF-,At ANCI WS MANUFACTURER. 10 714 0.S 7 35 {3 - - - 1.5 0.5 5.5 4.3 75 - - - 9.3 7 4.5 - - 14 t.S 7.3 a S - - 12 9 a 43 ♦ - _ _ (0) SEE SCHEDULE BELOW FOREDGE OLSTAHCE(E.O.)VERSUS SPACING REtAT10NSMP FOR ANCHORS. 12,-0' 14 12 10 - - - - - 14 12 a 6s &S - - - t 10 a3 5 4 - - - fOCI[yJ,RT NCE R 11a SPACING e H 0 N r FOR ANCHORS, 13 1!4.5 ^ - - - It 8 55 4 35 - - - e a 4 3 - - MANMI UM ANCHOR SPACINGS ARE WLO FOR ECCE OWIANCES WOMAICO BELOW.FOR t.0.LESS THAN It(NeiWnt.REDUCE ARC140R SPICING 33 93 6 - - - - 13 9.5 6.3 5 4 - D,3 d• S 4 BY MULTIPLYING SPACING SHIM ON SC14EDAE Of THE FOLLOWING fACTORS. 9 65 - - 14 0.5 7 5.5 4.5 - - 11 83 53 4.5 33 - R[OVC1 SPACWC OBTAINED USM FACTOR SH4 NOT at LESS TNMN MINIMUM SPACIN9 SMICJ.TEO fOR OCH ANCHOR TYPE 14 12 - - - - - t1 1.5 73 d 3 - - - 12 9 d 4.5 4 - - - FACTOR 03 a - - - - - 10 73 5 - - - 7.5 53 4 3 - - - ACTUAL + TAPCON WEN ADVANCED TAPPER + 23&5 - - - - - 12 9 6 4.3 4- - - - 9.5 7 S 4 - - - EDGE TAPCON TtlREADFORM CFiROLBGY ALL POINT SOLID SET $LAE IM N/CAP a - - - - - - 13 9.5 a5 5 - - - - 03 73 5 4 - - - F�tADE QB DICTANCE MW.SP 14'^0" 14 12 - - - - N 10.5 7 5.5 - - - - n 83 r5 {.3 ^ - - E.O. LaN.SPACING. Y LIN.SPACING-3` NN SPACING-3 1/2' MB.SPACOM-3" 3 3/4' 4" 10 7.5 _ _ _ _ _ 9 7 43 35 - - - - a 33 .3 _ _ _ _ CONGRflE& Faun R Ola"Li00f CO & POUREDCONCCowar ROCK&POM+m 7E lXl+QEIE BDLK . 11.5 d - - - - /1 a 5.5 43 - - - 9 a3 UI - - - - _WIND/"IW UK E -Y MH E0.3 1/2'MR E0.2 1/Y Ep.31 Ea.F MR E0.3 1/Y Ea.2 ICY 73 - - - - - 12 9 6 - - - - 9.5 7 ♦3 - - - v1• 3' t.0 0.90 1.0 0.75 1.0 _ O.B4 1.0 14 - - - - - - 33 10 as - - - - - os a s - - - - - �8E VNORKING 15'-0• 9 _ _ _ - b.b 6.5 J ^ - 1-7- - - IN V � 9� ♦ 2 1/2' _ _ o.al 1.0 - - _ 0.67 - TA SO = Z. - - - - 03 a 5 - - - - - 83 a 4 - - - - - ?i 2• _ _0.71 - - - 0.8� - T 6.5 a3 - - - - 9 as 4s ^ 1-- -1 - - . 1 3/1' 0.91 --_ - _O _ Z. 9s s3 - 16'-O• a _ - .. a 6 4 - 4. 3 - t 1 2 0.35- - - 93 7 3 » - - - a e = FLORIDA BkAIDING CODE on High Velocity Hurricane one' t1H61 i�,1 VA • �� 02017 T41ECO.INC, 020H7 DISTERN METAL SUPPLY,INC. 4Y �i • ............ C + BERTHA -m ...- • � Accordion Shutter System i -ICO, 711=�E�qo E N C. .S.S HAA. ELY.RADE#1 Wf OR W,O Kv.KtNM a" American Shutter Systems n.R xeEAlAna oATc 01tA%N ar�c.^' sl TILLIT TESTING &'ENGINECRINO COMPANY $ /1 � Association, Inc. t OLD 15=065 127 1 PATE: 07 x7 17 aria ua.a41A.St.St.J9s MRc7YA OARM 5+naaoA alta / I �. to PAD.,.:(30S)871-1530.r.a:(3o5)e7t-1531 4268 We$troods Drive- : West Polm BeochFL 33407 3 • DRAWING No �1•.�EIIDT il`� to O . 11 4-nwl:fllaco0.m.com ^"sVlo• ••• vt4llc WATER Al101167 1T•Nr,P.E. FLORIDA L 4 / D,7 V N + 4.F 441 a SHEET P. �S6t6 {)9 DATF 4 - 13 OF 20 i AID DESIGN NEME (SM maw""I.'L N Y L CN"Mr 7) 1t]% QRAWGtMAD MOUNTING @wALL/nooii MOUNANO ©WALL/WAUt OVER WWIING ANCHORS. { LEGEND u0u ^- sPSN -'N9at W4014 wN tm 0.OE31211tE M AMC 15*0 OEM WAM aaEs K W103 o.too;/cwK rnm WIG` rAPCTHD ta7OR TAPCON WRN'ApVANCEO 30 40160175 90 120 tab 205 30 40 60 73 90 120 f60 203 30140 60 73 90 }20 160 1W 30 w a0 76 90 t20 160 20S TNREAOFORM TECHNOLOGY ' 4 10 9 s • f ALL POINTS SOLID-SET 3'-0- 14 12 10 9 0 e e ti 12 /2 if'If 12 12 9.5 7 7 1 7 7 1 7 7 7 7 e s S 3 a S s It OR LESS 14 12 10 9 a a 6 a /2 12 12 12 aA a 8 43 7 7 7 7 7 7 7 as ! a s 3 5 3 S S BLUE TAP 14 12 10 9 a a s 6 12 12 12 12 Ir 17.6 6 7` PPE 7 7 7 7 7 7 7 s S D 6 5 3 a 3 TAR+ 14 12 10 9 8 a 8 6 12 12 12 12 13 eA as S 7 7 7 7 7 7 ;A 4 a ! S S 5 S 5 4 4•-0' 14 12 10 9 0 a 8 a 12 t2 /2 t2 12 9A 7 sA 7 7 7 7 7 7 7 7 S S s a 3 S 8 5 14 12 10 9 a 0 6 6 12 12 12 0.6 0 6 4.3 34 7 7 7 ] 7 7 0.S 5 S 0 d 6 6 S s 3 14 12 10 9 8 8 a 6 12 12 12 12 10 7.5 as 4 7 7 7 7 7 7 7 3A 3 S S S 5 S S S 14 12 10 D 3 8 a a 12 12 Its 11 9 7 3 4 7 7 7 7 7 S3 4 3 S S 5 3 5 S 4 3 5'-0- 14 12 110 19 18 16 6 6 12 12 112112 10 7.5 S5 4 7 7 7 7 7 7 7 T 5 S a 5 5 b b S ti 12 10 9 a 8 6 6 12 12 93 7.5 6 4.5 SA - 7 7 7 7 7 7 6 3.5 3 S S S S S ; 4 14 12 0 9 e 6 a t 12 12 12 93 e e 4.5 - 7 7 7 7 7 7 5,314 a S 5 a s s 4 i SEE ANCHOR 14 12 to 2 a e 6 a t2 IF 1.3 9 - 6.5 4 3 7 7 7 7 7 4.3 33 S S 5 S S' 43 &S - SPECIFICATIONS 14 12 10' .9 e e 0 8 12 12.12 f0 8 6 4,5 3.5 7 7 7 7 7 7 7 7 S S 's S 3 S 5 14 l7 10 9 a a a a 12 12 a a 4 3 - 7 7 T 7 7 0.S 4 5 a 5 5 S s 4 s' ON SHEET 13 14 is to 9 a 'e" e a fz a fo a eA a .7s - x 7 7 7 7 e 4A a s a 5 s s 4s - 14 12 1 9 a e 6 6 12 12 10 6 6.5 3 3.5 - 7 7 7 03 SS 4 3 5 S S 3 4 3 _ 7'-0- 14 12 10 9 a a 6 6 12 t2 12 eA 7 S 4 3 7 7 7 7 7 7 6 3 S 6 S 3 -i,- 14 I2 10 9 6 a 6 6 12 10 as S 4.5 J 7 7 7 7 a3 5 3 3 5 S a s S 35 3 14 12 10.9 e. S 6 a 12 12 es 7 SS 4 - . 7 7 7 7 7 - - s S e S S S 4 - 0 VALID ONLY FOR UQ-TC, +70, -75 14 I2 w 9 e e 6 - 12 12 8.5 1 as 4 3 - 7 7 7 S3 4.513 s a 5 a se 3a - PSF A.S.D DESIGN PRESSURE 14 12 10 9 a 8 a - 12 12 0 74 6 4.5 3.5 - 7 7 7 7 ] 7 7 4M 3 5 5 5 S 5 5 S RATING & FOR SPANS PER i4 12 10 9 a a a - 12 9 a 4A 4 3 - - 7 7 7 1 Ss 4 - - S s s a 4 a - SCHEDULE 3, SHEET 11 14 12 to 9 a a a 12 11 7.5 a S 73 - 7 7 7 7.5 6 4.51- S s S 5 3 4.5 - 14 12 10 9 e 3 - 12 1.5 7A 6 S SS - 7 7 63 S 4 3 3 5 S { 1 9' O' 14 12 10 9_ a a - - 12 12 D5 0.S 5.! 4' 3 - 7 7 7 7 7 7 8 J 3 a s S S s 5 s 14 12 10 9 a 8 - 0.5 8 5 4 J:5 - 7 7 7 6 S 33 - 5 5 5 S S 4 J 14 2 10 9 0 8 - 12 10 6.3 S 4.5 - 7 7 7 as 53 - 5 s 3`-s S 4 11 12 10 9 a 8 - 12 03 7 5.5 4.3 3A 7 -7 Ss 4.5 0.3 - - - 5 S 4,3 ].S - - - 10'-0.14-22-10 4 a 8• - 12 tt 0.5 e a 3A - - 7 7 7 7 7 7 43 - s 3 S s S S S tS H 12 10 9 0 a - f3 7 4.5 33 ] 7 1 7 53 4.5 - S S S 'S ♦S 33 - ['14 12 10 9 a 8 - 12 D 6 3 1 7 7 7 tl 3 S b 3 4.5 5 17 10 9 a s - /7 9.3 6 5 4 J 7 7 3 4 J - - - S 5 3 4 SS - - 12 10 D a 8 - - 12 10 7 3.5 43 35 - - 7 7 7 7 7 7 3A - 6 S ; S S1. ! S 4 12 10 f a a ^ - aA 6S 4 4 3 - - - 7 7 5 S a - - 3 S 5 5 4 3NV BL.AQa. C N .Y•It 10 9 a e - 11 0 SA 4 - - - 7 7 7 0.S 4.6 - 5 S ; ; 4S - 12 10 9 a 13 aS 6A 4.s 35 - 7 T 433.5 - S 4 3b 312'-0' 12"10 9 6 - 12 9.S 6.5 S 4 3 - 7 7 7 7 7 8 J - S S 5 5 S 3 4.S 3.5 12 10 9 6 8 a 4 J 7 7 Sa 1.5 33 - 3 S S 4.5 4 3 12 10 9 a - l0 7.6 8 4 7 7 6 S S ! 5 S f 12 f0 0 'a - 0.S 6 6 4 3.3 - 7 6.s 1.s 3S - - - - S 3 43 33 ]-0. 12 10 9 a - - 1.5 93 a 43 3.S 3 - - 7 7 7 7 7 4_! - e S S S S 3 4.5 jd i! 10 f a - - - 7 a3 J.! J - - - - 7 7 S 4 J - 3 !_ S 4 3 - 11 11 10 9 a 9 7 43 73 - 7 7 S3 43 - S S ! 4.5 4 14 12 10 9 - 10 7.5 8 4 3 7 6 4 3 S S 4 3 , • 14'-0' 4 12 to ! - - - - OS a 5.5 { 3s - - - 7 7 7 7 7 1 4 - 3 S S 5 3 3 4 3 14 12 10 9 - 8.5 5 J : 7 S ;L - S 4 1/ 13 f0 •9 - a8 0.5 4 - _ - - 7 7 3 4 5 5 5 4 a 14 / 10 - - - 7 4.5 as J - - - 7 3.5 3.S - - - - 3 s 33 3 _- 15'-0.14 12 10 - - - to 7A 8 4 3 - 7 7 7 7 7 3A - - S S ; a S 5 1 14 12 f0 a 4.3 7 7 4.S 3 5 S 4.! AS - 14 /2 10 - - - - - a 6 4 - - - - 7 7 S - - - - 3 S 3 a _ - - 14 12 10 - - - - 6. 4 3.S - - - 7 S3 3.S - - - - - S 3 3.3 - _ - - • 16'-0'14 10 7 7 7 7 6 3 S 5 S S S 43 33 ^ H 12 10 - e 4.5 7 11,5 { S 3 4 A 14 12 10 - - - 73 55 .7 - - - - - r = - - - 5 s 14.5'.:- - - - FLORIDA BULDiNG CODE Hon High Velocit HUrriCane Ione' R 11Q`\" ., �/ 4D20/T EAt)ERN NETAt SUPPLY,INC. '3,ti 02017 IR1EC0,a7C. �10E1tiiS;� 1r /� Tee I1. EC O INC A■��T�7.l�,• Accordion Shutter System KV.EU1DE 1/1 W/OR W/O HV.WNDW RjsIX American Shutter Systems �[��/� �'; TILLIT TESTING & ENGINEERING COMPANY Stscmnrox wit aw er. LC. a rt "' ,: sass»ac 36n.s4.W.sos.ww9+x 6wD0>s,rtompi J31c Association. 1n0. t 2tO 15-065 7/27 1 VAV. -07/;7/17 _ , anon.:(305)a71-1530.ra.:(335)473-1531 4268 Westroods Drive 2 DRAWING No .- N.ecoao7oa- West Palm Beach, FL 33407 3 "^r19 sjOpAL�Na�1111 WAVER A.AUT J P.C. 4 17-107 P.£. ib(Ef3i8NA6E/OATi no11w lx.A 4410: s _ SHEET OF 20 MAXIMUM A.S.O. DESIGN PRESSURE RATING fp.B,f,) AND CORRESPONDING MAXIMUM ANCHOR SJ3Arlua �(D,� ar14 FOR A GIVEN MAX. SHt,1TTER SPAN, NEQ/17TVE A c D DEG(GN PRESSURE RAIING AND RR c�(jNDING A!OUNi1NG TYPE, (SEE uouffnuos ON SHEETS is& 17). :�Fn- L__J B �E3 T FZZ .Q T F:7_ Pima SOUTHERN PINE No. 2 Wj MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 w LAISON(.�G}-0.5D. SPRUCE PINE 15, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/MIN. G=0.36 PLYWOOD G 0.50 W/ W/MIN. G=0.43 W MIN. 640.36 NE- IIAiWtN SPM(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T 0[4711¢'Af µTALL MOUNTINGS CEILING MOUNT T M, N, O & R FLOOR MOUNTINGS M. N. O& R FLOOR MOUNTINGS M. N, 0& R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. wALL MOUNTsm 9.0.WALL moUNT!}T6S B_o.WALL uouN1mcs W& X W &X W& X P & Q S&V S &V S&V � wa ERf597[m+p(p) 4D s ""AGAR UKb4 mmb0cm Data KW?f Rt1AH iAlc G+i i,mtlt R00{flV197E Rac(p} aSOnm{4c tmm Bf3p[9a{fRID1t'Rt•c}dj eCSb176WERa5H raMc 4� 16a16aE P,i198 A@CM IOIpf B�Cf�[MRc rpJ 30 40 75 0 05 30 40 60 75 90 05 30 40 160175 90 105 30 40 60 75 90 05.30 40 60 75 90 05 30 40 60 5 90 05,30 40 60 75 90 05.30 40 60 75 90 05130 40 60 75 90 730 40 60 75 90 05 •-O,OR iESsjI2 TO TO 8 8 6 6 6 8 6 6 12110110 9 8 8 6 S 616 6 8 12 10 t0 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 112112 112112 12 12 12 1i 12 112-10 12 12 12 4'-0" 12 10 10 9 B 8 8 8 8 8 6 8 12 10 10 9 8 8 6 6 6 8 6 8 12 10 10 9 B 8 6 6 6 6 6 -6 fl 5 4 4 4 3 72 /2 42 T2 t2 12112112 12 12112 R 12 12112 12 t2 12 12 10 10 8 8 8 6 8 8 8 5.5 12 10 tp 9 8 8 b 6 S s 6 S 12 10 10 9 8 7 6 6 6 8 8 5 8 S 4 4 4 3 72 12 12 12 12 12112112 12 12 12 G 12 12 12 12 12 0. 12 10 1 8 .5 6 6 6 B .5 4.5 12 10 10 9 8 5 6 8 0 .5 5 4.5 12 10 10 9 8 .5 6 8 6 6 5 .5 8 5 4 4 3.5 - }2 i2 12 12 12 IT 12 12 12 12 12 IT 12 12 12 12 TO 8.5 7-0s 12 10 SO 9 6.5 4 5 6 6 .5 4.5 4 12 10 10 9 5 3 6 8 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 .5 6 5 4 4 - - 12 12 12 12 12 12 12 12 i2 12 12 IE 12 12 12 0.50.5 7.5 12 TO 10 Z5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 S .5 3.5 3 12 10 10 4 - 6 6 5 .S .5 3 6 5 4 - - - 12 12 12 12 12 12 S2 72 T2 T2 11 93 12 12 SS 9 7.5 5 9'_p• /2 TO- t0 5 A5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 70 4 3 - - 8 6 4.5 4 3 3 6 S 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 9,5 85 12 12 10 8 .5 5.5 12 10 7.5 4 - 6 6 5 4 3 - 12 10 8 3 - - 6 6 4 S 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 12 1. 9.5 12 12 12 0. 8.5 75 12 12 9 7 6 5 12 10 5.5 - 6 b 4. - - - 12 10 4.5- - - 6 .5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 S - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 1 12 12 8 6.5 5.5 4.5 12'-0" 12 la 4.5 - - 6 6 4 - - 12 10 3.5- - 8 5 3,5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - T2 12 12 1.5 9.5 8 12 12 11 8.5 7 S 12 1.576 6 5 4 Y-0, 12 10 - - - - 6 6 - - - 12 10 - - - - 6 4.5 -1- - - 12 S -1- - fi S.5 - - - - 6 4.5 - - - - 12 12 12 0. 8.5 7.5 12 12 70 8 8.5 33 12 0.5 7 5.5 4.5 4 14'-0" 12 10 - - 6 5.5 •- - - - f 2 7 - - - .5 4.5 - - - - 12 7 - - - .5 4.5 - - - - fl 3 - - - - 12 12 12 9.5 6 6 12 t 2 9.5 7.5 8 45/2 9.5 5 5 4 3 0- 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - !2 - - - - - 5 - - - - 6 - - - - i2 12 it 9 7.5 5 12 12 8.5 7 6 1 12 9 8 5 4 16'-0' 12 - - - - 8 - - - - - 12 - - - - - 5 - - - 1. - - - - 5 - - - - 8 - - - - 12 12 0. 65 .5 4 (1� HV BLADE OR1 HV BLADE W/ HV WiNDOW BLADE WORKING IN UNiSON� SEL uI�1ATYNS OF USC TOR BODE(1�ON S-M 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3. 1.ANCHORS TO WALL,noon OR SOLID WOOD SOFFN SHALL BE AS FOLLOWS: SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUD'IMM PINE Na.2 W/C-0.55(N0.5) - 1/4'9 TAPCON ANCHORS,AS MANUFACTURED Br I.T.W.BUMM3t W/MINIMUM ENBEDUw AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE RR NORIA Wj 0-0.43 EXCEPPORR SEE NOTE 2 BELOW. -SPRUCE PINE OR SOUTH N/G-0.36 Z.ANCHORS 70 HOLLOW CEAIH(i SHALL BE AS PER MOUNTING n%U,SHEET 17 AND SW31.CONSIST Of -MIN. 1/2-COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2015 SPECIOCA'DONS. A4.NCHORORSSAQ L BE IN ALLED rOLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE rErr'AAr"""'. F14R@A BU1LDlCODE{lion Nigh Velocity Hur6COne Ione 1t11i ••.......�...... /�%� 02017 TILTECO,INC. - 02017 USTTEERRNHA .��111 N'METAL sljPRLY,INC. * �P_L E C Q N E:. A.S.S.A. Accordion#1 W/OR Shutter System I4.v RADE}�1 w/OR w/(a N.v x(tou,Y aatr= Amsrfean Shutter stems TILUT JESTING & ENGINEERING COMPANY n. 0[uRlPnon DATE DRAWN". LC. ' X�" '•.. ��.,,�,,,,�`+�I'�,_,t�, a)S5 ON.3$tk SL.Sb.JOS,NRCNN WOW.FLOP"u+a AsaOGlattOn, Inc. E OLD t5-1145 7/zJjt MTc 07/27 i7 tt P,_:(305)871-1530.F9.:(305)871-1531 4268 Westroads Drive 2 DRAWING No % skv . t,•�� t41Tt 4-m9C8a�o019.com West Polm Beach, F(. 33407 s E 7 /t {ANAL 1+� ll!! WALTER A.TALK h.P.E. 4 1 /` LA7 P.E. SEl(C/3(P,14AI</DATE FLORIDA Ue.1 44167 5 SHEET 4 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV 8C Q HV* BLADES AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTAL WOOD WITH HV BLADE(1) MY SHALL WALLI"SH..�~"^ BEA.S.D. t TAPCON OR A.S.D. DESIG RATING FOR INSTALLATION LIG I Y -SAPCON WITH ADVANCED THREMIFORM TECHNOLOGY 1/4'0 TAPCON OR W/t i//2'Nin.PENETRATION ` I TAPCON Wn'll ADVANCED THREADFORM TECHNOLOGY .. OK TNRfAD£0 AREA TO .r��`� (, I—Wf I if2'N:n.PENETRATION Of THREADED AREA TO EXISTING Mn SEPARATION EXISTING ROOD HEADER. -, WOOD HEADER. (SEE SCHEDULE ON'SHEET 15) I TO CLASS{SIE 1' I I OR Lg (SEE SCHEDULE ON SHEET IS) 1/470-20:3/4'S.S.MACHINE SQQXEE ON 90Et • 'lSl18 SCREWS W/1/4'-20 NUTS �'11 FOR WIDE(D ' OR �`+ O 12'O.C. I ON SHEET 19 FCR OusmG I BLADES m&(p) 1 GLASS--4 v on 1Q }�f FINISH 1 EXIST ING MIN. 1 FINISH a I 2':4 WOOD A"��♦ Ex15TINC NIH. •'•"` .:•' n ML'7 HEADER REOUtRED I T DR hT I 2'N'W000 ' I 4 HEALER REQUIRED tf`6 TAPCON OR TAPCON WITH ANCED EXIST I - ) I I. I 1 ) { A °`.Y —IWLfADFEOTRMICNN, T4 OI /AREA/ Gam'-r'—i TO.GLASS(SEE MIN.SEPARATION TO GLASS .:"i EXSTING WOOD HEADER. —I SCHEDULEON B �N,p EXI (SEE SCHEDULE ON SHEET 1 f) (SMT SCHEDULE ON SHEET ) ON SHEET t9 FCR GLASSy 3 RAM(D&d , —;— .2'0'CONT.SN ' PLATE REO' (N HV WALL HEADER INSTALLATION @IfV WALL 5ILL I TION 4 HV WALL HEADER INSTALLATION L I E%=STING T------- t--»- F-- NW. SEPARATION TO'GLASS I 'I { } (SEE SCHEDULE ONSHEETH)` ) CLASS—y T E1a511NG (SEE SCHEDULE ON SHEET 11) 2'x4'CONT-I MN.SEPARATION TO GLASS I I GLASS-� ExISi1NC ,1 GLA55---� o WOOD PLATE (SE[ SCHEDULE ON SHEET 11) REO'O. 'L F ' �r I MAC ME ( Z '"--•�1/4'0-20x3/4`S.S. ..� i � - MACHINE SCREWS W/ ( II I USING i j4'-10 NUTS 1 .I J .;i�r•L^'• � WALL �'' f/4'-20 NUTS O 12' ! - O 12'D.C. If O.0 } of 1 oR i 5 WOW CONT _ 1 -'•E 4 REQ'O. Q a$ :t ' t`Nin, ,.' •.' ,� ry t'Ntn. � �^� 5/410tAPCON OR TAPCON WITH AOVANCED l.`1 l'.•9 2':4'CONT T OMFORM TECHNOLOGY W/1 1/2' NIn.PENETRATION OF THREADED AREA TO •1 •�i Chi 1f4.0 TAPCON OR TAPCON WITH ADVANCED _ _.-; i SILL PURE - THREADFORM TECHNOLOGY Wj L/2' 1/4'0 TAPCON OR l ESOSitkG WOOD HEADER, •,`' 4j` Vn.PENE1FU110N OF THREADED AREA INTO PLYW000 �_ TPPCON YATH ADVANCED 1�E SHEET 4 FOR TYPICAL REO'D. ` ) L' I (SEE SCHEDULE ON SHEET 15 {SEE 5tH{pUA£ON SHEET IS) EXISTING NW.2'x4' ,. I/27 NON.Cp's `.. IHREAOFORM TECHNOLOGY SHURER ASSEMBLY. - i WALL FINISH PLYW000 ftE0'0. ` W/1/27 W..PENETRATION OF 2-MOUNTM SECTIONS CAN BE ,` STUDS O 16'O.C.IIA%_ WAIL FIMSf IHREAOEO AREA INTO PLYWOOD 15) COM81N Y W ANY WAY TO ®HV WALL SILL INSTALLATION L 1/2`WN.COX PLYWOOD REO'0. R£Q'0.PLYWOOD TO 0£ {SEE SCHEDULE ON SHEET i5} SUR'ANY INSTALLATION EXISTONG MIN. 2-x4'STUDS O 16'O.C.MAX.REQb. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED 70 STUDS IN ACCORDANCE ACCORDANCE WITH � WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE @ HY WALL SILL INSTA} TION ♦SEE Ln,,BtLT NNS DF u•,§_E Of p HV WALL SILL INSTALLATION{ F.B.C. AiiiiBLODE I oN SHEET V 0 r FL{?ltlaA BUILDING CODE(Non High Velocity Hurricane Xone ILII' r��4 /� '�"�" 02017 TLTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. LPL_ L E C O N Accordion Shutter System A,S,S•Q■ KV UAOE¢T W/ca W/O KY WMOW aAX Amertcan Shutter Systems VLLIT TESTING & ENGINEERING COMPANY EvN aSCA'Pnal DATE 6)S50.W.341A.St.,SU.305.MROMA W+DFH%ftO 331 Assoclatlon, Ino. / OLD t5-D85F Ptr..:(305)571-1530.r.:(a05)8'71-11531 4268 Westrooda Drive 2 . m:t2RI-4.0— West Polm Fkoch. FL 33b07 5 DRAWING No tLIWµTER A TAW Jr.P.r. 4 17-107 oDATE FLORIDA Vc,r 441675SHEET 5 18 OF 20 D INSTALLATIONS1 HY 13LADE OR WINDOW 13LADE ! W00b STUDS :.. >II.M0a0 snros rao'D. sn i►a sews aEoD.o. worn 61LVWN^. r O.TIPCaN xW000 SUM 000 Loa °.a. ('s vvtx/ t) �a !' \\ 1 t uclR'iAU) V I P6{flMhM1'do •� fWy \/ 5TUa6 M Y/Vat, rvaw G MCI" i /vast ro 1 ma exesn+0 ulr,•v hw 1 \I —orm°n wss' \ /X ,� D'S'"I— SIMS OnT. •,� It \ coma GLASS i tat itau+at ya•+°r.Cox 4;d¢ I) �N.COX w ozA9c Css ro alss int PLY1000. a rut alnE @xo fav t o[A.w rltnaJ' t/Y"urs Cos a T'p +moi mea aN KR enwoa. fn� of sa�9�nq (606.1-i6)cONr. raant BtKrS�10 01t9Qf 19 IOi arm¢i rat L40W° [ r/x• Pawmo. 401 n ' NxO�ag aasma® O — t •vva u ansa•s�E �+ � r / a C) •wc a rw�.j�-yy 16 a 016 fbc SAS. - •••--- / to>ua+)#1tCxDoa 4• a 50.1/x'sus.10.a f + v,IPCS.t ra Ij w r•as Ir 4 a CAar soC a.) 1 OR®• , I , 5tE octNa Y rail I OR • 406 TOO"W"SS a°'OfMx RAJ �($�,foSs".�'loam-`(.-.�.-'lLtY,•t�'• �. ��,,„„ Sr3t agACfTiCM ,,��ffia. L [(?-©i,'m�ii...�-.(b��.xxa�•©•• ToC+�5 �(J�V'"a l4-.;;1•YY• r`��-Q-V'm"Q•^+3'�- % To tANLXi ..(.i1• •m-ll•`L`I'•ly- '(�-QJ'Ci-1 i•A.f- IV.7-�t�•70•@- (Z,.0 6 a- a•�-� 0.0- END GONNECTI4N DETAIL END CONNECTION DETAIL END CONNECTION DETAIL SR.0 �,^,-� •PLa1JYRa psi iOR SPINS Ci0'A[A T+V.Y+Y-0• / C S riP tW. -+/.•.TMCW/I+fJNY+S f/sY flPttH IXLTKASN I+O:r ja S.US SROS AM0 •+f/i ilt• +/1•..%\...ac y`.a DISI o suss •tr0:aw�noN°u'ac rnafwaiw o rY oa' m (aC _ ♦ SEE UM ATIdNS Cf USE 10 (--- .-'-. — .-- t/x'"'� n e c .w4 -4 —l.! 6LAOE 1( IX1 SH(ET 19 bl Oaki Wla 10oR 1/x MH 'S � -•�I�-` _ 6 'wP�OA o' I I' OORAOR dba 4 4 \ r. - Ei GAR jQ�Ci R.;. :•': • ••. 6},•E'�-V"�^l:/LQ'v- ©GACA(�.CA(g VIEW Y 6•G O`6 4�C- L WiL awst 7:r sac fo0o✓ DNb t- -U�('• Q3• PIAN mos rao'0. - - c°�- o cs-� - •c� DETAIL X END CONNECTION DETAIL 0 ,END CONNEC110H DETAIL 12 llttuuati��' FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Xone' \}/still ••• ��, 02017 r1l7EC0.IW- 02d77 E4S7ERN METH.SUPPLY.INC. BER �10ENSF w� 1L ECO A, ,�,A,. Accordion SShhutteer ystem • N.Y. EILAVE#1 W/OR W/0 KV.WINIM BAX American Shutter Systems N °E$CR r LY. IPiSOA OAK DRANN Or. L.C. * ;• .� [� * TICUT TESTING & ENGINEERING COMPANY ASSOctatl ni Inc. t OLO 15-06S 7 77/I MTE: 07/27/17 to U t 6555 NN.7dN.SL.S+..305,vacvrt,cu+oors.nORMA sx+ 4268 Westroads tir�ve x Ph..:(305)871-1530.fa%:(305)871-1531 DRAWING No - °�� .-mo-:M.Ce.e. m West Palm Beach, FL 33407 3 ' ••.•.. r t8-0006719 si7-10? 70/y It e V WALIER A.UUT 41.P.E. vi�/it.4� FLORaA Lt0./44167s SHEET P.E. SEAL/SIGNATURE/DATE 6 IS OF 20 oz ! t 3IV- 3Un1VN91S/lV3S '3•d 133HS c not 1'an You3v •••.•....... 3d•u nl+t v 111M 3ltlMQ/ ^LO L--L 4 ' 6119000-03 . *" c LOM££ •I.1 •40aag IulOd NSaM v orAopoltaa T -• '' > _ ON ONVAVSCI coal-1aKcoc)s a j•0t9t•tt9tcoo:• 44 t •OntiO Spooii6SM 8914 ala 10 131Y0 tat s o-st olo i - 'oul ♦uolloloosev Y M •ce0 Nt ]NIDOMIN 3 •In HI •mac'til cat9 J• .,•�iJ_ Y1 KCtAY ,� ANYdMOo ONNl33NkON3 ONflS31 11111! �T f stutllor<S isllnyg u°Qllvultl ME!MOtNM WH OA W/M 13NBI AN p ■ A ■ a N 1 O+��' WO)SAS jonngs ualpa000d �' j oFn"AN 3INLUNO Alddrts 1Y134 mm"aotp JtA•wand Haar _�/1 .S 3'31• 'a�,tttt, auoz avoDpinH AlpoleA41141 u° 3003 9Nf01108 VtpN013 -aavis moon •:&; YrrytNMNt -RVTJ -•`. .r t3A00tl t OHy(s uO oz aalua7 _.._ f:S3;! __ _ j \='�'�`=• -"-rte-- _ (?Y 9Oswai aOL;i;6SW NO 01Y _----- - _ �SSYYY ONf15X3 Ca'9 t "j)3?(10 wi it 134 3Y w ms 33S SWID Ol N04NNYd36 1NI ��.-�•y�^ ..--. __...- 1103unriNn i --- .- —. s9no,of twowa3S rom 3wz otm }\�09 -,B- � (SUYln3bYM3N moi NYS 33S)r@ 9664-3 Y115Y bad•31AWCY+SMO 01 t MVWd3S WO WN V {3MM L♦t SUON 33s)Oral NOK30 OtC/tNdS All O3Unn SY 91'S rt Sam 6 1WA4 X0o10 31ltma No 3t3'ow), O3tl(Md QDNI 6NOQYTftWtoi 3u143H3S DWMS 9OH)W 3NS Y EQ •(3noOY t V t rj S3LON 33S)CMOs NOIS30 OWKYdt 13 O1UMY by's1 A314S NO ssmmn0 p{Q •� •BILL 13 t4 Ol 3mAtt ODOM OIN SNOILYNNtSM191 3YQ743S 0WIMS LON"M;'9 R>�r NO MIX) 'AN r !<� ♦ • • • SU3NS HOOISJ3aM8 l •1RSY AO t NOW 1001 DtA=M V~039007 OW Q3RY19♦M AVM r. r r r E ♦ • GNP 33S 30 ISM M00NLM AN'031331ft W0060 3M JO u0Ri31Mf 3Ni soya mu os 07it0SM 30 Im"N "m 31YtiI8Nm-W(t) � l YQty o *P"i0 309 tOt4i3 1V(i�37/1� AN O-OS V 01 GLUM 031M"39 S WAW 11vNs S31Y17UiW37(Y) Own m anOS Y Ol 31YNti31x Doo 3e a m @ wm NDOMIhlVi(0) r r • r Y Nf 39 AYM SONS lY LMWAS M WYq WMI 30Y6 awl=) r I.@ MOW -.4139•.t1 39 7MN4 tF)1 tlQf Ip1i d.0 JIFY AO r • • 1130Y10 MOON%AN io 3003 ttm u0 d01]Mrjyi:ptiYWii? 1 1i3NS NO NMONS SDt6NA lY 3CRN3d(�UO/WWI t t) ♦ ♦ . oN3 Y3 itit SxAKidO S d0 tft lm Y,�MAM AVO 71415 1 3 Wom AN W's • * a :No3015 smw u01tl3tX31C1WO o30n70t6 3B lSntf�)t��Y)j � • u�wt l'Y•"`N Q3YD1N 3tlY tlo♦ A auo-m 31ctDAUOo AVW •tt>V 9t S"NO M Y n 1 b Yt 50NUNOpV ` SY w"SI It"Y saws Np N Q 0 V Y=NUM M QlWw't 11 . .9a Was bmLlr*n•XVM•t •i'•d Ott-•Ott+pw a mud N'Am•QTY'AVM't S 0•@ Q Y • • T. Florida Building Code Online Page 1 of 2 LAM ' ' - � F SCIS Home j Log In I User Registration Hot Topics { Submit Surcharge Stats&Facts i Publications { FBC Staff j BCIS Site Map { Links { Search dZ Florida r �j Produet Approval Ip USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL11964-R4 JUN 15 2018 Application Type Revision Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irod rig uez@easternmetaI ' 'or "" P'11 Authorized Signature Bill Feeley E ' (;U Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :..1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. l Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL-SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) ;Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 5/15/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 mary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm2INC. retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protect 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN PPLY,INC. DRAWINGApproved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUTORM PANEL.PDFImpact Resistant:Yes Verified By:American Testouth Florida Inc.Design Pressure: N/A Created by Independent Th :YesOther:Large missile.Max,span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERNUPPLY,INC. DRAWINGSee sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUAORT.PDFpressures. Inde endent :Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panes retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. -F 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is V-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bade Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-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 mall.If you have any,questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: ' IRV a2 we Credit Card. Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 5/15/2018 b GENERAL�s>s L STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL ME BE INSTALLED AT 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE,PLCO NAS, HIGH VELOCITY HURRICANE ZONES(MIAMI-OADE/8ROWARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4'0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. NFOR OT A DIRECCEED 7H MAXIMUM (AILD.) DEIGN PING AAURE 7-10 FOR ININSTALLATIONS SHEETS UNDER ,20177. 9 EIC AND SHALL 117. /4-0-20 STUCCO. USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7. 9 THRU 17. IN 8.1) & 9.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED.A 33% (C) TO EXISTING WOOD FRAME BUILDINGS.SEE SPECIFTCATK3NS ON SHEETS 12, 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS LLOL USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1,60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER. STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER, 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS #0321.01-05, (0812.81-05 AND B 0119.01-06.PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS. QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS i THRU 13 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3. 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-1-134 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS SJ�14LL BE ALUMINUM ASSOTIIATKNJ 6063-TB ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY 13E ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND Q55 SNAP CAP ARE PATENT PENDING. W000 FRAME BUILDINGS, 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (c)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT.BASED ON THIS F.E.D.PROVIDED HE/S E DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX, DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -i/4"0 X 3/4'SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4";FOR ELCO BECOME THE E14GINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO WAS IS 2 USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER A.2) 3/4-0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO ED. © THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of RECORD -120 SELL BE USED WALLS WITH NO STUCCO, SHALL 8E 1 1/2'LANG MINIMUM SHOULD STUCCO f%157,AND i'MINIMUM FOR THAT PREPARED IT, A.3) W CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A,2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4`0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/BUILDEX. ` -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4"0 : 3/4'SOLID SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. Iii�'` ..' ^�+. /J�t OBTAIN PERMITS IN THE STATE OF FLORIDA '�\v.l�s� • P d NO,44167 y FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) * # s2917 mrEm,nw 0.050" BERTHA ALUMINUM STORM PANEL LG ' STATE OF e5; {2.00" DEEP) AWNar � \ EASTERN METAL. SUPPLY, INC e7M�,7 E c o,>»,. 4268 NEST RfY05 aax TILLIT TESTING a:ENGINEERING COMPANY WEST PAW BFACN,FL 33I07 a. !7-()g7 u .J05.vxe,MN.e+A'JOa. PROMD-(SS,)X9-a251 FAA`(361)6„-1716 I Wm»i-law.rw I(wM7t-tsst 1 waracll 1 dm I I. wtt ORAWR.0 1:e ED 0006719 WALTER A OBIT h»P.L SNECT 1 Or i7 FLORIDA tie.44167 -.----74.107"(TOTAL WIDTH) 8.157'(TOTAL WIDTH) 72.000"(EFFECTIVE WOW) I { 8.000(EFFECTIVE WIDTH)r-- ! 770' _� 7.070'I i j--4.880"- i-i 1 170' AfAxnuLny A. D GN P1�F9Sf/lZ RATIIVC- (R,v,f) tLND L070' , 1.070' rr- Q� (TrP•J Y iQ&.narucBt£+ ( � colmrQPONDl11i(' l/AXIa/fJl/ PA m LL' 7H -yCHE'DCIT1s^ } 4 As APPtXJBt.0 I O.B. 1 0 "-0.250' N T o 0.250' N h� O _ -{ PA]V W RNTAMW A,7BOTH PANMB R8TA1N6D AT ISAST o --!2.020" -I 2.o2o"- o -I 2.020"1- NNW wN TRWN IN ONE OF Tmw ANDS' FULL PANEL W/ HEMMED EDGES HALF PANEL-V HEMMED EDGES Nny Tum -� `�� OR DWIff MOMM tlt a a Q OR ®gu"NuM * '�`•'�... ASOQ DES" M..PANEL LfNC7N AS..VESNN Ar-PANEL LEWIN` --- 01411111 74.375"(TOTAL WIDTH)---•-_.._-..i'� 8.425'(TO ` PRESUME R4nnc t(R.) PRESSOW Plmv L(ft) r £CRV£WIDTH i (p.s.t) 12.000"(EFFECTNE WlOTH)� ) I 1 1A70')---{ { ( j 170 i 7.070' 7-- �{ 880" -1.170" � { fi /�y.�AS APPLIUBCE 1 { / AW'UGML" +300, -317.0 J3'-O' 130.0, -100 73•_0• (yp) AvJ +350, -35.0 72'-8" +35.0, -JAG 12'-0' 0 0 +40.0, -400 12'-4' +40.0, -40.0 1i'-3' ayp-�2.020"i- ^-{x020"- 0 j� +45.0• -45.0 r2'-O' +d5.0, -41.0 !tl'-O' PTIONAL FULL PANEL W 0 HEM D EDGES F P W 0 HEMMED EDGES +Soo, -50.0 77•-0' +50.0, -50.0 9•-0' . +550, -55.0 10'-O' +55.0, -55.0 8'-2' Q STORM PANEL SCALE, 1/4•a 1' +800. -80.0 9'-4' +60.0, -60.0 7'-8' +700, -70.0 8'-0" +70.0, -70.0 +800, -80.0 7'-0' +80.0, -80.0 5'-8' F-u3�"•}-------CONCRETE ANCHORS(SEE SCHEDULE)•----�-3' 1 1I NQ'`" 7 Nin +0.0, -90.0T +90.0, -90.0 -O" o +90.01 -100.0 5"-?' +90.0• -100.0 5"-0' J +90.0, -120.0 4'-8' +90.0, -1200 4'-9" U +90.0, -7300 4-O' j2» u *N,2t?v V MAX.AS.O. DESIGN PRESSURE RARNG&MAXIIAUM PANEL LENGTH A . 41 FOR INTERNALLY REMOVABLE PANELS AS PER MOUN77NG INSTALLATIONS ON SHEET 7 OF 17 IS 2 +50.0,-50.0 Ps.t. WJ 88'MAX.PANEL ¢� LENGTH. MAX.A.�Dom. DESIGN PRESSURE RA77NG d WIMUM PANEL TH FOR MOWWNG AS PER ALT£RhATAIF yII AND 14 JFr7FEEE�� f ON 5NEEr 7dA AND I5 OF 77,R£S7'ECTIVELY,ARE 71/ +50.0,'60.0 P.s./.FOR 78•Max. PANEL LENGTH, ANCHORS(SEE SCN£OUtE)---•-}-3�±- 'tttitP�LqfI`z��" ANO 0, -SA.O P.St.FQR UP TO 108'PANEL ruu: STORM PANEL 1 Mi^• �s y� ; ��7�$� S' TYPICAL ELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Na.44167 •• ®2017 mrEco,wc. 0.050" BERTHAALUMINUM STORM PANEL LC. } 14'Mox. CAP - (2.0W DEEP_ Owen+or., I / 1/4'Mox. GAP.-j �.� Os/zs1n ••� �� EASTERN METAL SUPPLY, INC a, 4265 wLsr RatOs 6wvE TILUT TESTING h ENOINEEPoNO COMPANYP+A' K$7 PUN auC7t 7L.wm 17-097 Lf) 8135 xs 3a*.ri.3f:.363,vFC.rA tri n 33+u (561)20.9-826,.FAR(36118dt-17JS SECTION A-A V/�� • Poa»:tJe57H1E6y W067t9(CMN-1531 Rio wa Nr.w mSRa ou[ WWI; WALTM a hurt Jr.,P.E. . am u-o.0 7.x/1 N. T.S '•'�•" SHEET 2 OF IT FLOPoCA tic.44187 0,,010 OR X 00/0 R. t 7•'m`— K w/nvr a t wsJIER 0 11'a C raw•---� Is k 1 to ra wo T"r'� 9~d L H jlL 'ri ^I .oFO• .990' j .094* � •"' ; ca/. Ji iL .wz '�•Y. yid 9 .� �' t-.Iso• �' _ 1.09e- -1" �1� h .I.3' t99• f:anti. ( Rl�• T— � g g0.p• hL•,_ .aso• .asa- N .ea.• i ,;, ii+ {i{i R aw' t �-- I 7.151- : yR• 111.00?•--•� �i RS#' �\�{ i `�i y '30• SRV' f--2Jb'�j0 � II 1 \ 1�2t73'•-�� we --11 ]}}�—ZZ \� S--2193'--• © i' TRACK © h' HEADER �j0U'N£ADER Q 3'MAX, ANGLE BUILD OUT BRACKET m`fedf9'"' U BUltO OUT 3�A OPTIONAL 3' Max. 'U'BUILD OUT NEA DER ; ._ _r SrJlf:J,/5•-1 SL'4E:J/5•-I .fie' .73D' t• /%•/ tncrm-TD, S JR0 A4 .399'y J7+' (� - �- 1 1•/70 AMXE wn STUO I/1' !O - iF ALImit7f ./�J• r• tr O tt•a4 0 SPACAM SMWN r]•a G �� It6 LOGRfkt t l� LI: —1 - ,`' -I,�•L ,•..__•5000• `� 1�0 MlN/ WALL feZ5i0.632' O F !! 2'x5E`�H" } B' ' TRACK ANGLE STUD ANGL3�D STUDDED ANGLE ANG[E WITH a 3�- 1• fUrEt J/b'.!' 9oeS-M--- —&I/1•-I• _ SGLE:J/b'-J' SfXf.Ve•.J r AJIS" P.313' d AJr7' .773• 1/I'/-70 r 7 t � I .• sRr�s QQ oil" IRMTEO TO `Yte I d t ( .9 7S0 t aC �• 0.830' .1A ' (� j ._ w—.937'-1 .nl- /i/✓"ei Jr &MON 1) SMALL XEY HdtE PTidN 21 12� ROUND HOLE AT�1NFL aaa3 t=u;R..oas' a79—9 Illy 1 KEY HOLE WASHER 12 KEY HOLE AT PANEL © a stm.ms+AWa.Aum 9azt:e .78a• _ _ °�''-'' 9aveJ�s• I' No.44167 ? 7.788' 81.975• i '_ - - R I.l73" 'ryes`' • �+-^ � ._ FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 16 0, ANGLE I '"" 07017 MEW.INC. 0.050" BERTHA ALUMINUM STORM PANEL La ^„SNAP AP 8srxE:J/+•-r• runxs i (2.00" DEEP) DRAWN 9r, aos,T-Ts+tLm �'- 3p;L DETAIL 1: s /F»tLc rvus � D7/ia/n 1lLIEGO�wc.� EASTERN METAL SUPPLY, INC Da COMPONENTS 17b5 O A+D3 334 TIWT TESTING 9t ENGINEERING COMPANY WEST PAL-!2W. c JJ18 17-097 63.N N./.94w.t(.S•.JCS.V.M.VA CiRpd9,rt 335M PNtllr'E{SSI)7Li9-8287 FAC{35t�lf t-t7Ja ftor (JC9}9T I-1-09 �� E8-0006719 N'µTFR A TRLA J1-P.E. C9d i3'� • a SHEET 3 Di t7 FLORIDA Uc 4415! POURED CONCRETE OR CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE BLOCK tYAtt� LONE. CONCRETE ANCHORS � (SEE SCHEDULE} REWR£D \ (SFE SCHEME)", (OPEC+PoSI7IQY+) �__� 7.000 _L 3 Cont.oo 1'M:n.� - .app' i 1 T • .250' CONCRETE ANCHORS f FULE Mox. FOR SPACTNO i ) ' POURED • POURED E.O. y POURED ED. to 1 CON CrE CONCRETE \ RfOUIRED I 2 REMRED-\ R£W/R£D� v \ t Corti. \.•'... \ I I 1 t ! Ea t �I'Min.SEPAAEON h -N 1-k.SEPARATION r•, }; i TO GL45S ' i 70 CLASS �1Nin.SEPAb4170N' N Y TD CLASS y OPTIOAT/f ' coNcafr£AACNORS SECTION 3A T'Mirt.SEPARAT70'1 ti m1L 1- TO CTASS ; T/<^°-20 r J/4•, i I (sEE SCNE=) GI` i i i, ISS 8RLT5 W/T/B GS �'`�__ ` 37W NUT® I + 4 .5 E00• t W a I PoURED-� ED. 2 t � T� oT CONCRETE 4 1 E.O. I i S' OR CONCRETE CONCRETE ! 3 REa Rf0 L r POURED-' POUR£ t CONCRETE I i CONCRETE i `�.\ ` ��\\ ` i y COAtRE7E AIVCNORS�s i 1 OR CONCRETE OR CONCRETE (SEE SCHEOULFJ BLOCK WALL E.D. '' BLOCK WAt / t REQUIRED i t REQUIRED £.O. / �I'Min.SEPARATION ',S'1 f/ (ONT.PIW POStRON aj TO CLASS � �-11''ll ? .5625' SECTION 0` ANCHOR t t.125'! J-I` q /I (SrE scTE ANCHORS / OPTION/2 CONCRETE ANCHORS J 250' (SEE SCNEDU[E) 6 Co++t. (Sell scxfout£) Mo:. '. SECTION 3A ) 9 Cant. " WALL MOUNTING INSTALLATION SECTION 0 ANCHOR /2-- / 77777 — T SECTION J/ �W„Te ;.:I )/R•x 3/32- I CRETE G '--- ! jJ//f/ ®f'L SIUD OR A h D CONCRETE OR BLOCK WALL EEO. i CONCRETE B ALJ . i /// /: I REOUJREO i' —� REQUIRED f POUR£ ,/ `- f .566' T CONCRETE ALL T/6'x J/J2' w E D. EDGE DSrANCE F.Q O�KCONE 'EAU 0tH'Q (5F£SCHEDULE ON �/ 5 Cant COH7, BLOCK W 9 7P" U q SHEETS 9 A 10& 11) CONCRETE ANCHORS i (OPEN PoA110N+) 0.aEE SCHEDULE) 1 SECTION 0 STUD ,w" ' I TYP. TOP/BOTTOM I 1 blLLi'�` S LLA /0 W,gLL MOUNTING INSTALLATION +�SNAP ED cAP t r SECTION 4 9 C 2 NOTE AOR COMBINATION OF SECTIONS: 5,it3>��•` HURRICARaWN NE CONDIYb N SCALE: IA'-I' SECTION 0 STUD WALL MOU.VRNO SECTIONS CAT)6f �� :• ��- "C • ''! WALL MOUNTING tNSTALLAflON COMBINED 114 ANY WAY TO SUIT ANY INSTALLATION. �� 44167 % - FLORIDA BUILDING CODE (Non High Velocity Nurrtaane Zone) T a2a17 MTECO,WC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SECTION 1 SCALE: T/2'® ; *? �¢ �! (2.00" DEEP) mw gr �, � •'`� /� EASTERN METAL SUPPLY, INC °'/�„" NOTE:WALL OF SECTION TA STUD - ALSO FOR �C y.N C 4a6e wFSr MYDs A2vE WALL MOUNilNG 1N5TAttATKRT-SECTION?(IOPj • REST PALM BGCN•ti SNOT TILLIT TESTING Q ENGINEERING COMPANY PHONE 561 )7��97 RtY.:Ett N..tab los wRaerA GWOR."n.Atu ( )20R-626)FAX(561)641-1716 ,•iJ 1�'�.T^" (�sie11S-00,re.1(-'nsMTl-tilt am.tu an m.. orfn.+n. CRAwINc tJo EB-p008715 aD 1e •" ' HALTER A P.E. SHEET 4 Or 17 i1p12tOA Lk.L'c. Jr44157 - s2' +W04 • SOLA SET OR EtCO mole P E CR Se. WWII!; Ewe.S CONCRETE ANC7g7R5 E.DJID 00 w/t/�`q-xo OEWKK Bar oR o 0 1'2—oo.� ,S (SEE SCHEDULE) CONCRETE SCHEDULE) ANCHORS OR�2 w/i3 w/i/�• xo TRUSSHM 80Lr+ + OR Sr TAPCONS CONCRETE ANCHORS S £.p, (Sff SCHEDUIC) \yL SCHEDULE) ; (SEE 5CTT£PULE ECR POURED CONCAMTZPc"' °CON� REowaED— 1• I ` 1 TTI ^ I'I - POURED Li `, ' i \• I`•. •;.•:••; �- T POLARED f I I CONCRETE I , OR COlrKRm yl REOUIRID- I ' \\ 1"'-r.. o�- ,KT£RIpTE I! i iLEG LOCATION I 7\1\ RfD L , 4 Co t. 8 Cmt, \ I n I 1 t 1 ROt•q-20,314. TS W178 C. O.P170M if CONCRETE ANCHORS (SEE SCHEDULE) SECTION 5A 1 U .. ' I � I I `� g COM. � b V In 1'Arm. GLASS 7)ON 4i 7-Yin. MASS 770N` 70 GLASS CLASS 77DN TO CJ.CSS t �" 4i TO CUSS 4i POURED CONCRETE•', REgU1RFb' j 7/D'x 3/32' i "' 3 t EVI9 STUD 0 f2 'W�LlC7MlT O/2• I I POt/RfD pXtC— '. I r „ OR CONCRETE 3 1 RLOYJC WALLW 4 ' - OPTION/Z POURED CONCRETE i?t POURED CONCRETE- SECTION 5A REQUIRED RECEIVED (SriC7f ANCHORS E.0. CONCRETE ANCHORS / S!X/D SET OR£UCO n1g7e PANELAN7f OR Se lAPCONS f (SEE SCHEDULE) (SEE SCHEDULE) E O m©OR ?� w/r/:b-2e srOfWKK&{Yr-ft— OR R OR®W/0 W/7/4b-20 MMHE70 BOLT+ + (SEE SCNED14C FOR SPACING) CGUNG FLOOR MOUNTING CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING /NSTALLATIO(N (D. M.) �1'MIA SfPAR17lON -�+ INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE: 1/2•- 1' TO CUSS t I 7 3132 SCALE 1/2'm i' xNUT 0 SCALE 1/2'» t' I EVERY SND g O f2.O.C. . Cent r � t 1.125' I � +- TTT777' /JTtNitT/J POURED CONCRETE �was EDGE DISTANCE I'�1L•...C••••, l 1/n" REQUIRED (SEE SCHEWLE ON CGTNCRE7E ANCHORS ( O SHEETS R !O T!1) (SEC SCHEDULE) 3 {Y{��( Q't,T1V ef •. FLORIDA BUILDING CODE (Non Nigh Velocity "Urrtcane Zone) • •; mann mtEco INC 0.050" BERTHA ALUMINUM STORM PANEL I.C. NOTE EOR COUBIA14TION OF sccnoNs: y+C (2.00" DEEP) DRAWN er.• BUILD-OUT & FtOQR MOUNTING WKL/ELOOR/CEKWG AIOUNnINO SEC77ONS CAN BE �4 EASTERN METAL SUPPLY, INC 07 '7 INSTALLATION - SECTION 5 COMBINED IN ANY WAY 7o SUIT ANY fNSTKLAnON. 1...... A;��.;,�' t O�Mc ,2I NEST RODS ORN£ I Kt�l �Yi S�J• ,-r. c� TILLIi TESTING h ENGINEERING COMPANYNEST at n P+I+rL6»rsE N2SsT:)aP°KvwY-,a[ezEU�C,H,R. Js07 FAX((560641-1716 Csn ^O87!7 OR4wm No)�ppEeI-000719ACE t t' WALTER A,Tniff Jr-P.C. as r5-ga �r SHEET 50 F't7 'List,A t7c 41161 c tteX►J�"T�.p A SU DWGN PRE==RAATIW (p.4•f,,) ANL? COMAXE l77Af ANCHOR SEACIN- SCHEDLR FdR tNSPAr 4TL0,ArIN GOffi =AND CONCRETE &M STRUcafRES t1m451 AMiKwS 51MDrC FON E 0-a n^t . Muwcv frAa AS4ay0t 6 ,NmAal NAan49.ss>1caC lav 6:R.a�+ ArP-4 ro F'A69AI' AraA4f LW1YM6 I0L0 m SGWCM Alf4ruNr6 PA'EI4M1C IInS Oygt,yOp/ am;IN 2'DI) r 1—W t—,um wcow, -SOD m - sA`MPv w PHNOM= PM8lretR IMS SrGmn6/s Lm It VNNI A4falB ward PAmv(,Atd Arr m1e7w1uN ur cnr l•DU m c9rca'¢m rmer ro m M6Mr+r' m mvttnTc m MasaNr m LaG@'B'm Misunr m c6Nrar8 m 1rG6a+tr ar nflr m tvcSlt m aMmwr m tYYR7rE ro wr,Ymr m 05A'ara m MQONVY m OM.OS».' m+Msm6!'m OoN.er11[n Mtschwr n'RAN I?' N/A 12 NIA 12' N/A 12' NFA NIA N/A I(top) rr WA to N/A II' WA !I' N/A If' NIA t(IOP) or Y 12' it 12' i2' 12, 12' 1r or 1 feo RH) r1' 4• If, If, Ir Ir Ir r I1' 7' 1(Bottom) I2' WA r2' IIIA 12" NIA rr NIA 12' NIA 2{IOP) I!' *A 11• NIA 11' N/A is, N/A If* NIA2(NP) 9" Y B` 9' 1. g' 9• 9' 9^ 2(d777AY) 8' i' 9' 9' 9. 9' 9' Y 4' T' 2(BOIR7") 9- N/A 4' �WA 9' NIA 4' NIA 9' NIA Si(IOP) 9" 1(/A 9' NIA 9' NIA 9' N/A 9" N/A .LI(TOP) B' Y 9' 4' 9' 9' r B' 9" 9' J(banniQ 8' 4' 8` 9' 9' 8' 9' 7' 4' Y J jL,o7Rw) r2' r 12' or 12' 12" 12• 12' 12 I1^ 4(TDP) ,I' I' II• II' I1' Ir It, 1. ,1' 1. 4(IOP) 73' Y 12' or 12' 12' 12' 1. Jr tz^ i(BOTTOM) 1r i' 11• II• 11' 11• ll' T II' Y 4(BOnOM) 4' N/A B' N/A 9' N/A 4' NIA 9' N/A '�[tfm) 4' N/A B' NIA 4' NIA 4` NIA 9' NIA 54(TOP) to" N/A (g• NIA 12" NIA 12' NIA N/A N/A 5(wmao; 3' B' �7' NIA g' WA 8' NIA NIA NIA 5(BOnoM) ' to' WA 1r NIA 12' NIA Ir N/A X/A N/A 6(mp) 9' WA f0' NIA Ir NIA 1t• NIA N/A NIA 6(top) 40.0,-40D to, NIA 12 IIIA 12' NIA J2' NIA, NIA N/A 6(Bo1T0") al-` 600,- D Oft 8' N/A Y N/A 9' N/A 8^ WA N/A T/Axrmw) 4'-` 0. up TO t 60.0 f0" f(/A Ir N/A 11` N/A 12' N/A NIA N/A 7(TOP) LESS 80.0.-900 S' NIA Y WA 9' WA 8' NIA NIA (RW) LUSS IO" N/A J?" W. t?' NIA 1r N AF12 NIA 7(80TIOM) 5- N/A 7` NIA 9' N/A B' NIA NIA 011011) N/A N/A II' 11• 12' 11' 12'. 12' r1' B(1P°)_ NIA M/A J2' IT' 1T" #` lr S• tT' (TLP) N/A 1(/A /2• Ia` IZ' lr r1' 12• lr `8(BDnO f(/A WA 12• 11' 11' ls' rr 8' 12' 171I0") N/4 N/A Ir 11' 12• I2` 12' t1' 4(fop) N/A MIA 12• 1r 12` Ir I2^ 6' I1' (Top) IT' Y Ir 12• 11' 12- 12- 12- 12- 9(bV"Wl tl' S' II• 1t• It' Ir I1Y !f 7' 4(Bori0N) tD' N/A I?^ NIA 12' N/A 12" NIA N/A r0(TOP) BN/A loNIA 12' NFA I1' N/A N/A NIA ID(TM) 6` N/A b` NIA 6" N/A 6- N/A /A to pour") 6tr/A SN/A N/A ff' NjA N/A N/A ID(IATTTO") g- 7• WA ,ver N/A N/A B' 1. Y 1JA(70P) 8' 1• NIA N/A N/A NIA 4" 7' 9" 7' ILA tmP) 9` r NIA IIIA IIIA N/A 4' 7' 9• 7' I1(sono") s' 1" NIA NIA NIA NIA 9' l' 9' 7' II(BDITDN) 6' NIA 6• WA 6' N/A ff' NIA NIA N/A 13(TDP) 6` NIA 6' NIA 6' NIA 6' N/A 6' N/A 6• N/A 6' N/A N/A I N/A IJ-(Bono") 6' II/A I1^ NIA 6• N/A ANCHORS LEGEND "-ANY/IIL"ANClWN SPACMGS ARC VALID foR J r/r FORE DSrAACE fCR E.D.LESS THAN 3 I/2' REDUCE AhCNOR SPAt7NG or L1tATtFL17NG SPACR/G SFATIN ON Sa'TooLE BY WE fott(lW+NG FACTORS. ANLNDR TYPE SR/�NCLIOR (NATE:"iil.F.D.FOR SOLIDSE7 AAC'1(ORS LS J LES THS UWOA/0N TD BE INDICATED R£ 4 ANC O O nPC A U NCH FACTOR SIUGF NOT BE 7APC0II(RECL9AR OR S.&)PANE2AL17E OR PANFLWTE NAS J' LESS i11Ht"fNNAG(Lr SPACRx 8RlH.tTfO FOR fitClt ANCHOR TYPE A7 ANCHORS tECENO. FACTOR SOLID SCT ACT"E A 7APCON(REG") SO.TAPCOa;PANEIMTC OR PAM1EL447E TVAS SL'ND SET J• - .86 .79 rl Lf7flloAAl", 2 v2' 71 .5o ltl,l' t�A A T!(L/^ 2` _ so _ T^ I r/z• ..0 - ��I`�`��' C1°d' '•.,�f�o FLORIDA BUILDING CODE (Non High Velociiy Hurricane Zone) ! a2077 m1E0Q LNa 0.050" BERTHA ALUMINUM STORM PANEL LG NO.44167 (2.00" DEEP) 026HN 8r. 17 EASTERN METAL SUPPLY, INC D7IMIF. 4268 HEST RADS DOW t. nLUT TESTING h ENGINEERING COMPANY WEST PAW BEACH,FL 3No7 17-097 .�•lye a.' �V`.i sXys N.x.teu�,r 30'A VnGfrA 4wm4 rt 3r+es PNOHF.(961)209-8283,FAY:(561)841-1716 ORAM9NC Na EES-0006719 �P,Ir•• wPLTER A,TILLiT JI..vE. aD ra-W /Tyr SHEET 10 Or 17 r1Dm0A U..44167