Loading...
HomeMy WebLinkAboutproduct approval Floridd.Building Code Online Page 1 of 3 ,; BCIS Home I Log In ( User Registration i Hot Topic Submit Surcharge Stats&Facts Publications ; FBC Staff 1 BCIS Site Map i Links i Search Fio-ida 4� Product Approval USER:Public Userdo r , Product Aooroval Mania>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved I 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@easternmetal.com Technical Representative , ( Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ,a. Validation,Checklist-Hardcopy Received Certificate of Independence FI Rs9 R9 COI'AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FI 389 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 �++�.-11.1n=n3;+Inr-IM!4bl,; iii„or nra/m/nr am) dtl.aspx?param=wGEVXQwQgVYYHH20yX5... ' 1/8/2018 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".Mak 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 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.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 Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-O"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 eadc 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 Stat m nt:;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 here. Product Approval Accepts: httnQ-//www.floridabuildin2.ora/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 qqMW GENERAL NOTES: 1.BERTHA NV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 20t7(81A EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE OETERMNED AS PER SECTION 1520 OF THE ABOVE MENIMED"CODE.FOR A BASIC WIND SPEED REONRED BY THE JURISDICTION WHERE SHUTTER Wlll TABLE OF CONTENTS BE INSTALLED WITH A OIRECnMAUTY FACTOR Kd-0.85,USING ASCE 7-H) AND SHALL NOT EXCEED THE MAXIMUM (AS.O.)DESIGN PRESSURE RAT94CS INDICATED ON SHEETS 11 THRU 15. 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS A_RFA T• HV BMES n w BY MULTIPLYNG,7HEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATES,ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.Q.AS TESTED,WERE HOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS W USED N THEN SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CDv1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA NV.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFE0 IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENRONEO CODE AS PER Ali REFORMS: _ TYPICAL'MNDOWIW BLADE&wmw DETAIL . SHEET 4 -HV SLACE0 10214.01-03. /0715.01-03,11004.01-05, /1214D1-05,10317.02-06.101051.01-10 AND J02MOI-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AM E-1905 AREA 2: HV Al AGE()AND HV WINDOW UMF & AND E-1995 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1,2&3)& 11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSIE. (WHERE APPLICABLE) -HV WINDOW BLADE-9 10505.01-08"AS PER'ASTM E-1886 90 E-1906(MISSILE LEVEL D.WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.LN BUIDE(D AND LN WINDOW MADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 8 BNSTALIATON DETAILS G-M. CONCRETE/BLOCK SHEEP 7 3.BERTHA H.V.ACCORDION PINS(1N SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND i14:1.757 RESPECTIVELY,410-HT MINIMUM SERIES CENTERWATE DETAILS Hy SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k3l YIELD STRENGTH AND 180 kd TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA(N OACROSPAU COATING SYSTEM AS MANUFACTURED BY APPROVED CENFERMATE ALTERNATING DETAILS NV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERIGW SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.All.ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS 4NIXCATEO ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-TO ALLOY IS 30.0 kel AND 35.7 ksT FOR ENO CONNECTION DETAILS 1-4 CONCRETE/13LOCK SHEET 10 6005-T5 ANY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE L STEEL 3 OR 318 N51 SERIES OR CORROSION RESISTANT COALED CARBON STEEL AS PER DINSOO1B WITH 50 ksl ITN.YIELD STRENGTH AND 90 bi MIN.TENSILEANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 COMPLY FLORIDA STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COIY W/ Po BUILDINGNG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCREN& BLOCK SHEET 14 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ke1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPEC*V-AYMS:HV BLADE(!): 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HY BLADE OM &to WORIMNG N UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 18-779.582.COMPONENTS OF THIS APPROVAL ARE COVERED, N WHOLE OR IN PART BY U.S.PATENT/5'458.I79 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 METAL SUPPLY,INC. 9. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3! HV WINDOW B An 10%ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WIM THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HN AND HD 4e HV WI CEIT LACK ALL AND ENGAGE OR L ALL ILV AND HO LOCKS. NDOW RI enc(1)ONLY 11.SHUTTER UAUFACTURERS LABEL SHALL BE LOCATED ON A RFAOILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3'OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SPM WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA SMOINC CODE. 12.BERTHA KV.ACCORDION SHUTTER SYSTEMES INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TARS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (e)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CMbMONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT OEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (e)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SWILL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLOW BUILDING CODE Hon H h Velocity Hurricane Zone 111H �r 6� GVH7 TILTECO.INC. ®2017 M70N METAL SUPPLY,INC. SAL� CENSF `'9MYRAA.S.S.A. IM 1 L E C O N 4:. Accordion Shutter System FLU.BIIMDE#1 W/OR W/O H.V.wt4txAv BLADE �.•/ T/y. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N,H oESLYNNR DATE DRAWS er. LC CC��AAA'C TTT A� 6355 ILA x1A St.St..303.%MNIA GARDENS.n/RI A MIS Association, Inc. , OLIO 1s-pes 7/27 L DATE: 07/27/17 W Pt—:(305)871-1530.Fax:(305071-1531 4268 y�lastroads Drrve 2 'O(` ' \ IMAM �- LeLL0000ei1o+�� West Palm Beach, FL 33407 3 pR1WING No 'SS/0NA4 1 WATER A.nLur J,.P.E 4 7^107 P.E. $FAt iffi. AYORE/DATE FLORIDA Lk. 44187 a SHEET f 20 Cr. °2wc p eel JA 7:)- � RTERHV UNIVERSAL FLOATER /COVEREEDNDER US PATE / 5458179gUAL�IED FOR USE W/FiV BIAOEC ® •6005-T5 ALLOY AND TEMPER oUALIFl OR USE W HV MP 4SEE LIMITA USE OF BADE ON SHEET 19 BLADE 1 3-T6 ALLOY A 7ENPER '71 6063-T6 ALLOY AND TEMPER 1•S� - _ 14• 67' $ 2 . Tx 2, IfY JP D FOR U E W� C-HV WALK-OVER TRACK '92D- S ADE� QUALIFIED FOR UJE W/HV C1 HV TRENCH TRACK 55• 6 6063-TG ALLOY EMPER BLADE 11 OUAUFIED FOR USE W/HV UALIFlED FOR U / HV 6061-T6 ALLOY AAb TEMPER BLADEQONLY. 1� HV RAINGUARD 1 - 6063-T6 ALLOY AND TEMPER OUAUFIEO FOR UIE W/ HV 6065-T6 ALLOY A D TEMPER 'r"I v S 1 GLADE AT .•I1 1' I VARIES 1.936' 6063-TS ALLOY A TEMPER 1.917' 3 J 083• 003' .100 .12- i + O• •060• e70 a 670- 1 a �y 13 HD CEILING HEADER/SILL i , 11 HV CEILING HEADER CC SE W/ I(V BLADE(T�ONLY LIFTED FOR USE W/ HV 81A0E 1 ONLY, 6063-T6 ALLOY ANO 7ENPER OUALRlED FOR USE OR AL BLADEn 14 SEE SECTIONS FOR VALI SEE SECTIONS N VALIER QUALIFIED FOg USE W HV 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER BLADE 1 ONLY. 8063-T6 ALLOY AND TEMPER • : C COMPONENT A 6 Tl i2 X Y t Oj 2'`✓ 2' 0.192' 0.1916INUM ANGLES t9 x.5• 7•MAx. 0.190• 0.190 �' CORNER POSTS O ALIFIED FOR USE W/ IiV QUALIFIED FOR USE W/ Hv BLADE 1� ED FOX USE W/ HV BIAOE S6063-T6 ALLOY AND TEMPERLADELOY ONLYAND TE 1 2' 51 MAX. 0.139,10.131' 6063-T6 ALLOY AND TEMPER rr��,,, FLORIDA BUILDING CODE Hon High VelocityHurricane Zone 1t1tO � 02017 IYTECO,INC. 02017 EASTERN 4ETAL SUPPLY.'INC.. . t.40..... -t BERTHATM vCENSF•.�9 A S S A Accordion Shutter System ` IL ECDINC. ■ ■ ■ ■ Kv MADE Ji W/OR W/O Kv VWwDw BLADE Amerlean Shutter Systems Kv.H. oEslm„u, oATC aunN BY. Lc. T1LUT TESTING& ENGINEERING COMPANY AssocIOtion, Inc. 1 OLD 15-083 7 x7/1 OAtr: 07/27/17 43ss KV.36Gs.R.S1w 303.WKNA CARCUM ILOROA 33161 o DF it Pal W Beach. IL 33 2 DRAWING No (b3)071-1530.F Y:(305)971-1331 LL o- M.6�lecooe4.<om West Palm BeOch. FL 33407 3 '�+AA•• DAIDa.•���(,41LL Le-0008719 4 17-107 _'US1lO•••'••'•� j11 rROROA Ua 144187 3 SHEET P. E/DATE a 2 '� s.eeD• r 14•- 14'-p uST S' 2.29J• 6 I I �AT S. 7`PrAM0 N5OI LI9NOPA I f 1'-70 WE CAST TYP.) fl0USY10 aum ` I gg I I e HUSEW/ uAxft 5' Jte _ IAl •Kca(CHKtYE HV CENTERMATE (DUAL ED FOR USE W/ HV 8 1 &(9ONLY ® HV LOCK ® HV LOCK6063-T6 ALLOY AN MPE OU�ED FOR USE W/ HV BLADE 1 & ONLY 2 QUAUFIEO OR SE W/ HV OVAU5E W/ HV6063-T6 ALLOY AND 7EMPE RUDE61 & dAONLY. B 'll ONLY.p ILIFIED FOR USE W/ HV BIME 11 ONLY 1w'0.9. 6063-T6 ALLOY ANO 7CMPER PLASTIC,m 9'2• SCREW1 7 ' 'AFTER RNETINO 1/4"0_-20 x 3/4" BEFORE alvEnN9 S.S. THUMBSCREW 1/4 0-20 RIVNUT+ *SERFS 2444 AMMU(2024-73 ALLOY)URGE n/RGE WJN At - 1. Inc I1 - I SKEET NUTSERI.MRI 19920.AS MWWACn AED BY AVM PLAN! MONr U&JkT10N " " i CENTgHMAdEyr � 4.566' i 'I CNERRR MaORR.PM9PP Ml.NEW JMLY 0705a oR EOWL 1�7 LOCI(F FOR "T" LOCK CENTERMATE DUALFIED FOR USE W/ HV GUIDE 1'ONLY �y FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HY ALTIERNATI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QURIT'IED FOR US W HV QUALIFIED FOR USE W/ HV BLADECIONLY QUALIFIED FOR USE W/ F4V BIAOE(1�ONLY W/,{I/BLADE C:ONLY. BLADE•VONLY. 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1 a1sl - D THUNBTURN COY - cYLNM OR 2-.211• 6 KEY CYLNOEA 0.675•Ili.. 3 oo 1 .125'Mo.. imli o O ROD Ho cEmEgmar, w� LOCKING go QUALIFIED FOR U HV 8LA0E 1 & A QUAUFIED FOR USE W/ HV BLADE 1 & A a 6063- LLOY AND TEMPER - n ' 6063-T6 ALLOY AND TEMPER I vAR1Es. 12•MIN. QUALIFIED R USE W/HV 1 &(113 9i 1/4'.-20 ss.Olt J/e•.-i• i• 1.1 6 3-T6 ALLOY I TEMPER TNuuB7URH AEflAI 7NN/BSGRElYS. tl/2' CVUNOER IC (SEEOR XEY D0 CYLINDER HD LOCK ® LOCKING !R _ QUALIFIED FOR USE W/ LADE.v HV 3/8"fl-1 37ACETAL N —.3 BY REGENT HARDWARE MORTISE LOCKS STRIES 2331 HOOK DOLT LOCK.6063-T6 ALLOY AHDPER THUMBSCREWSTHUM QUALIFIED FOR USE W/ KVMME�J)& 'CAI �LEDINSTAATA7ION 7RACSLFOR PA EMBEDMENT EDM NTE QUALIFIED FOR W BLADE _ QUALIFIED FOR HV BLADE 1Q FLDRIDA BUILDING CODE Non Hi h YelOClt Hurricane,Zone 02017 14.IEC%INC. 02017 EASTERN METAL SUPPLY. INC. _. 1111 P ceN ✓� o ■ ■ ■ ■A S S A Accordion Shutter System INC. H.V.BLADE#1 W/OR W/0 FLU.WIlDDN EIAOE 7�;d' %•# AmeriaaR Shulter Syalema a. ocscwTEl oAu aRAwN er L.C. e* TILLIT TESTING & ENGINEERING COMPANY OLO 1 4$55 N". SE.U.303;YABRA4 GIAoa.s.MORCA 33I AeEtoalalloR Inc. 1 5-0BS 7/27/1 OATC- D7 27/17 Fh.n.:(SO5)871-I550.A.:(3051871-1331 4268 Westroeds Drive 2 • 11 .-n a:V1aco04d.com West Palm Beech, FL 33407 a DRAWING No �E:''...�RIDO`. '\4tA 111 Es-000e7lY �. V 11/n a •-aG�V,11 wFLOP A.MUE 41.P.E. 4 7 O7 P.E.�t,7FlLC (D�fA (iR DATE noaeA Lk.IT ° - SHEET • 3 F 20 1 .. NOTES ON HV LACKS AND CENTERM_ATES: f 4 IIAIDAtYK1Y CQKOLDON/tr ONE HV LOCK®or SHALL BE USED AT 1120E SHUTTER SPAN FOR ANY SPAN OElREYAMIN.ABOVE OR LOCK MAY�2MAY BE USED OF SHUTTER AS AN WIDE OR OMDE LO UP 70 CK,/]T�ENO�nONS�T ANY CENFERMATES W/(2i 1/4 I-20: L/2 I.ONC FLAT HEAD S.S.U.S.LOCATION OILOCK SHALL BE AS INDICATED ON' TYPICAL SNU ETIAITON. Oa 4Qa 1 2.90M FVIRM 01'1F DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, LIP TO TWO ITV ®4 LOCKI® OR"I BE USED AS(A(N� INSIDE OR OUTSIDE LOCK,CONNEOION OF LOCKS TO CENTERMATES SHALL BE AS ABOM LOCATION-OF LOCKS SWIII.'8E A4NINOICATEO ON"IYPICAI.SHUTTER ELEVATION. 3. _ � ® LOCKING RODE ARE NOT REQUIRED Al RAICANE POSITION, BUf MAY D IF D TO E SHUTTER MAW E.LACIONG RODS @OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE MWOON). II 40— 4. •ONE HV LOCK® ® BE USED AT COPoIIR CENFERAUTES FOR ANY SPAN 3 1 AND INSTALLATKIINs AT ANr EMAT10N.IN LOCK or sHALL 8E USED AS M OUTSIDE OR INSIDE LOCK. ATTACHED TO 0 CORNER A (20 AT TOP&BOTTOM SHALL BEE U COMMA 14 LOCK SKILL BECK INDICATED O FLAT HEAD N.TYPICAL SHUTTER ELEVAS.U.S.TWO LOCKING ATTIO if xoe-xvc MAXIMUM SHUTTER SPAN SHALL BE OEFERLONED AS PER SCHEDULES SHOWN ON SHEET 12. 5. yy •ONE ALTERNATE MV LOCK MAY BE SE N LIEU OF HV Tod( a FOR ANY SPA AND a- 34 - ;: 191110NS AT ANY ELEVATION.AL HATE LOCK Q.§MAY BE-USED USED AS AN N OR OUFSWE LOCK.A7TACHMEM 1 Of'1/4r0-20x3/4-S.S. THUMBSCREW TO Q.OR®CENTERMATES SHALL-BE WIRE W/ 1/4'0-20x3/4'ALUM. D I RNNUr AS SHOWN ON SECTION HVE.SHEET S. ONE LOCK SHALL BE USED AT 112 OF SHUTTER SPAN OR TWO - i ) It 1 �, ■ LOCKS AT 1/3 OF SHUTTER SPAN. " T l ` Y8® I g.uANDATDRY CONDITION§3 FOR KE&MONE IFOBAIrI1UL IK47ALI AiIONS_ ONE HV IOCK m or®or®SHALL BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 ! To 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or @ or®WIY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @-or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD SS. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAION USE Of LOCKING RODS®W/ SEE END 1 I OR 4)TOP AND BOTTOM IS COMPLETELY MANDATORY. - CONNECTION DET)AS ON D r [ N 1 J K L Y r O 18 rn'lag H 1 1 *NOTES ON HV "T" LOCKS AND CENTERMATES, t, OF CORNER 1 u1xa.1[o '-• CENTERMATE NS ONE ALTERNATE HV'r LOCK MAY BE WILLED IN UEU OF 1N LOCKS OR FOR ANY SPAN AND m w 6 7 a 8 10 •Q31 I TALLATIO AT ANY ELEVATION.ALT HATE LOCK 00 Y BE USED AS AN INSIDE-OR OUTSIDE LOCK. ATTACHMENT �? Q•'J O"0 OF LOCK_Qq INCLUDES USING REINFORCING LOCK .AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE 10• °t©• •®. CONNECTED TO CENTERMATES®AND @ W/ 1/4'A-20 x 1 1/Y LONG S.S.BREADED BOLT W/7/8'0 x 3/32' MANGNUT OR W/ 1/4-0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT. GCK MAY DE INSTALLED AT MIOSPAN OR 12' C7I•Io. MAXIMUM A80VE'ANO BELOW MIDSPAN.USE OF TWO TACKING ROOS"TOP AND DOTOM IS MANDATORY. . "�1•�p�• 'a�• -p-•® * " :ONE ALTERNATE HD IOCK 0 MAYBE USED IN LIEU Of TYPICAL r1) HV BLADE SHUTTER ELEVATION Hv LOCKS 0 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALWANKE RD LOCK(8 MAY eE USED AS AN WIDE OR OUTS%LOCK.ATTACHMENT OF NO LOCK TO®IS W/3/8 1 3/8-F.H. S.S.M.S..AND INCLUDES- N.T.S. REMIFORCEYEW INSERT 0 AS SHOWN ON SECTIONS HDB-HVI3 AND HDC-HNC,SHEET10. LOCK MAY BE INSTALLED AT, MIGSPAN OR 12'MAXINUM BELOW OR ABOVE MJIOSPAH.USE OF LOCKING RODS Q G COMPLETELY OPTIONAL. 1FApiruui�a�'o ME on i h eloci(y Hurricane one Ld /�'�i OZOq M7[rA, NC. 02017 EASTERN PETAL SUPPLY.INC. t1 �jCENg�•.,✓9 zBERTHA HWA- AnS,SAN Accordion Shutter System ITV.SAX#1 W/OR W/O ItY.WNOUN RAX •*' TIll1T TESTING A ENGINEERING COMPANY Amarfcan ShuHar Sya(ema DLsa DAT[ OPAAN Iffi La •'• F �� e3ss nw.J.u.u.4w 7os.uaaAA e+Aow• nmal an AB80O10110nr Inc. I - . OLD IS-o85 27 1 DAtr 07 27/17 (WS)E71-1330.ro.:(30)071-1531 4268 Wastroads Drive 3 DAAWING No AFT. -. a:NI..o0o.l..— West Palm Beach. FL 33407 3 ss/ONAL EI�rO�allll WAurn w00M°6in19ar.P.E. s 7-107 .• FLCROA Lie./44167 SHEET im URE/DATE a 5 Of 20 POURED r-CONCREIE ANCHORS POURED CONCRETE POURED—. PONCREIE� (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 13) REgI1diEO �1 4'�-20x3/4'S.S. CONCRETE REQURED •-- CONCRETE ANCHORS NE SCREWS REgJW -20 CONCRETE S —. 1© 8 A ro°g1.T0MT(SCE UIX-0®ON SKEF 7) __ . . SHEE'SEET 13)SCHEOUIE ON WHATR/0.12-O.C. (SEE SCHEDULE ON SHEET 13 I' /• min. I/OR 6-5tJL4 S.S. Min. _____ 12 (D EO EO UACHINE SCREWS -- CO' EO �'�J USING 1/4'-20 NUTS 1�. ____ 19 r 1/2' O 12'O.C. L/2• I 3 OR 5 ' --- Wi4IIII as O E.D.r .250 Non E.O.r ---- \ .250'Nan L O.r -- N .250' f OPTIONAL ' �oarlo►uL " ' i - INSlTARe1G1 1 w alASs p¢ .. I•'IT Rn a K i+o 1 OR ®O EXISTING UK SEPARATION TO cuss 1 NG I "9w 1 ' NtN.SEPARATION TO GLASS I 1 CU155 _(SEE SCFEDULE hEDUIE ON SHEET 11) -(SEE SCHEDULE ON SHEET 11) I I EMSIING • GLASS----; HV WALL HEADER INSTALLATION v HV WALL HEADER INSTALLATION I� HV WALL HEADER INSTALIATION + KEYSTONE -- _ NN.SEPARATION TO GUISS EXISTING 1 (SEE SCHEDULE ON SHEET III 1 GIJISS--. maaJgJg1� ' 1 1 OR 1�0 4N.SEPARATION TO GLASS ' 1 1 EX�S—i I 5OMM0 d NUT `(SEE SCHEDULE ON SHEET 11) ' 11 MR daA�d 9 EXISTING f OPTONAL G1A55-_'. ' 1/4. E.D.r No.. OPTIONAL i' i' 1/4'Ib.. 1 I, I � 1 I EA. I E.0 I I -E.D! ' � 1/Y ---- 19 L �_'----- � - ( ED � 13°^ . 1 12 14 (--- 1/4'0-20.J 4'S.S. Mo. EQ EO-+ PM4UPS SS HEAD 1 4'�-20rJ/4'S.S.PHR1W5 L_�RO I MACHINE SCREWS U97X3 _ CONCRETE ANCHORS —TRUSS HEAD MACHINE SCREWS - -CONCR ANCHORS 17 18 1. ? 1/4'-20 NUTS O 12'O.C. '—� CONCRETE SCHEDULE ON W/1/4'-20 NUTS O 12'O.C. SCHEDULE ON SHEET 13) 4 Mia POURED CONCRETE---` SHEET 13) POURED CONCRETE 1 OR CONCRETE BLOCK . OR CONCRETE BLOCK — lS9NCRUE ANCHORS REQUIRED WALL REQUIRED (SEE SCHEOIAE ON (D. HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14> QF HV WALL SILL INSTALLA110N OR CONCRETE BLOCK WALL REQUIRED /E'T HV WALL SILL INSTALLATION ' NOTE FOP COMBINATION OF SECIIO INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E.0.-EDGE DISTANCE ♦SEE L ATONS OF USE FOR ASSEMBLY (SEE SPECinCAIONS GN SHEET 13) BIAOE"ON SHEET 19 ;0 BY BLADE 2- MOUNTING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT Am INSTALIA7IOIL TI : FLORIDA BUILDING CODE Non High Vekiciy Hurricone Zone ,`5\ .��CE�n,. ,✓�; 02017 EASTERN NET&SUPPLY,,INC. e2017 TILTECD,NC. .4 ASSA 'M 7 T Accordion Shutter System I�L. ECO �Ne. ■ ■ ■ ■ • ttv titanE,Itw/OR w/o ttv•YHPOO!/MAX TIILR TESTING ENGINEERING COMPANY Amerloan Shutter Syatema ,x OESdYRON DATE WTI 11M. L.C. Z ••.(p P,.'(`�LL 8357 1LWs 3&N SI.,U.303.IrVOM Cr*OI%FORM 331 AseOOlaffon. Ino. , OLG 1.5-M !27/L CATS: 07/27 17 Pnene:(s031a71-law.Foa:(31Ts)871-is31 4268 Westroods Dore - 2 DRAWING No 6 11' .-mo7:1m.c<OOW.<om West Palm Beach,FL 33407 s 'r/OpA�EN .II EB-000e71„ 17-107 '''�"��iIIAiII�••� WAL7CR.A TILL.'T J..P.E_ 4 P.E. SEAL/SIGNATURE/DATE nOIbDA Lk.1 44167 a SHEET OF 20 POURED CONCRETE ANCHORS Iw sayRylpt �f1♦ r--' - ' CONCRETE (SEE SCHEOUIE ON SHEET i]) i 100/63 i OR �+ EXSTUIQ i 1 Rio pm T RECUKtED �SamOE W .._— EOOE of '�artA me GIwSSSLAB W -{ �.tvMii ON �'DQ 9EOm�uI11) 9 �— ..E. D.• -- --APPLICABLE EXISTING • - _ \ Oil t a11 /S E) t E t �''j ALi[ TER I I I r t EXISTING I i i€ 1 LOCATION i CUES ' � /IOa3/4'NE1L ILSHER HEAD i"Lon 1 of 15 J/e 1EK SCREWS 12.O.C. i EDGE Of IL S/e CONCRETE 8 If 6 7 (SEE SCHE ON SHEET 13) ED t APPLICABLE t OGE OF EXISTING I I 'P •r I I SW IF ' CUSS—• E E OF— IF 1/2' ! 1' EDGE OF APPLCABLE • •---G 0. tK SgJRNIaN LE -EEO. --E.O.- APPLICABLE IF PCUREO Ia (yg POURED (SEE SCHEME CONCRETE ANCHORS t�MRJO[ Ata �OR ®OCO RETE ._. REQUIRED Op (SEE SCHEDULE ON SHEET N) I aAoalDa� MT HEAD CONCRETE ANCHORS RED E.D. E.D.• (SEE SCHEDULE ON SHEET 14)ED II TRENCH INSTALLATION �I HV WALK—OVER INSTALLATION MET ONLY FOR UP TO +70, S PSF A.S.O. ,t OESIOtT PRESSURE RATING&FOROR SPANS PER 0, HV CEILING INSTALLATION SCHEDULE 1%SHEET II EIPSTNO aN3 CLANgR - CONCRETE ANCHORS HSTN _-M � SCHMLILIS SHEET 15CF;DUIE ON I/4'0 IRt - UPCOR lt/ a0ur tt) I O_. eY s>ar t') i EXISTING-i t I EXISTING —_-_ ha 1mov OR .1'FOrMlbli/ EXISTING; CLASS J Iae 9DN�Aor Ta IAA64 GIA55-- rMTENDO APPOL4 XCHM M/POOMI 1/4- CLASS pa 1l7awi ax s7atE tt) —� w". Oa1O tO I 1 J/4'P T O-a-IM W •e- at roll LP 10 e'-ar•SPNN NO 4.O.C.TOR SPNNS UaoIR TIM I MAX. / 1 11-V LP TO'-, IIIX.My-7 SDUNr u twN rAslDal 1FAD 8 O • I t 'I 1 (lw)(SOT HONE t O/ 1/2- 8 3 OR 15 D' W Oa3 HEAD F Q.E.D.• 9I[ET tt TOR IAtG71a6 7 B IN SCR HEA WNI.SERJra AUX. 1 Sf8' EWS O 12'oQ �H1 / 8 iI _I 114x3/4' HEX HEAD I (-(•, 1 IS/8• I• . 1EK SCREWS O 8'D.C. I _ _ _ /14rJ/4'5.0.5E _____ I t 1 4' 1/4Y-2RA/4 Ss VS CONCRETE ANCHORS - 60, 7 -uw»// 2o rwls OR 1/4'e-20 S.S.Y.S. 1 O B'0.C. ___ U2tt. } •. O t2.0.e. w/WA o (SEE SCHEDULE ON iiF--- --' 17 Iw 18 t/2' 1•. �7IlO 2.o0'h01 E'wuei�OTRw�ocoDAAe> i i i EDGE OF \ -- \ 17 18 T' •1.• E.O. Sat) .,t i SLAB IF \�/14AJ/4'f.K S.O.S.5 MIN. . 1 1/8' t 7/8' IU'PLIGBLE` CONCRETE AKCHOITS SEE NOTE I3(b) `O 9'_O.C. ' RRECUREEOOCREtE EEO. pOUREp CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) R CONCRETE �BLOCK SHEET S4) OR CON CONCRETE ON SHEET 1 OR CONCRETE BLOCK ©KEYMONE YOLNTING INST REONREO ALLMION COPTIDNu— POURED OK BY WALL FLOOR INSTALLATION NV WALL-WALK—OVER INSTALLATIONAMAXI D RU RRP 4u:72 psiCONCRETE © REQUIRED �J HV RAINGUARD INSTALLATION t )LDiF: THIS IbWAWT"SRM.L BE NOTE FOR[OIABItL.TKN Or SECTIONS: E.0.a EDGE DISTANCE t REMOVABLE WHEN PEr60RMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICAIMS ON SHEET 13) ORENIADJACENT TO AN OPERABLE EXIT O SEE Wy[ARONP Of USE FOR OR ENTRANCE BLADE off s1HEEr ,B INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY _ e �l T pq�� pI��LI E./�lT� E1 Zone, N ANY WAY TO ESUIT ANY NI STBALLATION.�D ITTIr i4 0. ! ' � - RORIM BUIIDINfi COM Non Nigh Velocit Hurricane 1 o 0201T EAstERN METAL SUPPLY.INC. '�10ENS' ✓` 02017 TRTEoO.INC. BERTHA HVIM * �• p g. g p Accordion Shutter System KV.RtADE,1 Wi OR w/o KM w F=W RUDE ` O\S• t IILLIT TESTING & ENGINEERING COMPANY American Shutter Syatema �, ,,, - OATS ORAWN Sr. I C. '� svQ 111 Association. Inc. t Mo Is•08s 7»1 DA,E: 07 27 17 es3s u.r.san S.:u.ws wnn4 G/Aoucs aaRa m+e / _ Phut.;(M)a71-1330.I-:(30S)e71_1531 4268 Westroods Drive 2 Z/�HAL'•�N ,IV •-•-k tat c .0.a West Palm Beach. FL 33407 3 DRAWING' o r � t'IIL WAL,ER A.OT IUTt Jr.P.E. 4 • �7�AtA4• FLOROA lie.E 44167 3 P.E. SEAL/SIGNATURE/DATE a SHEET 0 I to ON 10 18 _ SEE RGIEs ON LOCKING RODS®.Hv LOCKS®«® `r STALL TIONS W (Qj) HV AND ALTERNME W LOCK®ON SHEET S. EXISiINa GLASS �- ��"'��'--� OUT - I N __.:,�..- -- _- - DuoE SUCK DETAIL iTvf IS YAUO FOR ALL . - - '- BLADE ~N ERMATES CENTERWTES.APPUGTIw wax kmo a�a©•O�® 10 •®°' - OR. V .SEE END WALL CONNECTION 10 . I •awo. ©•®« ( 1]RSTING CL45S pErllLs ON SHEETS 10 dt 1� --------------------- 2S'2,1/e•AD•-2 i 8 • 8 a - OPPOSING ceDe//r((ppT'�e AuoY)AlU1L � SYMMETRYCAI "cNOifs'`DE coNcaE°ONTE '�• ®• ; CENTER I E MIN.SEPSRA710N (TOP{8011GM)!{.1 ' f 1OK)/P S.M.S.0 12- l pr TO CLASS S.NS.to iUOE 6.C,FULL LENGM. ... �* (SEE SCHEDULE AT EACH ANGLE(1TP)I l I * 35* i I N V -1 ON SHEET 11) \, I ® '. 5 •1/2' 5 Vol ------------ A A 2' 1 I _ HV OUT ® � a®°A©• 7Oa® 10 •�O1 HVC 10•®01®•�°A©•©°" HVA .A®°^©•Oa'® 1O •®°" EXISTING GASS f—POURED CONCRETE OR CONCRETE©•0 •�aO•�].•�"_�� --------------- SYMMETRIC 10•®�®• •®� �— REOU Or—OCK wIEI EwsnNG .�a1�.©`"®•®,.I AL IN ' 7 `©°"�' '®"' MN.SEPARATION �'I I—, s 9 3 n 1 s lEwsnN N ER A ES .®��.®°'®.�7 a To Guss •® _— •- ®-—J GLASS 1 OpnOlyl, (SEE SCHEDULE —r.— _ INTERIOR •®a^®•®°A�•� ON SHEET 11) S N. SEPARATION\ I N ®; ..Q a©• - -_—_ --T . TO GLASS — — (SEE SCHEDULE (INTERIOR) - ----------- '------ --- ---------- //j , 1 AL ON SHEET 11) Y `-CONCREIE O U I ANC- /71 HORS O AMES 1 oUT 6 1/2•MAX.SLACK -- . (Nc7nER30R) FIVE �Cl VF** HVD OUT FP,,siErrrr���..,S,y F100A BUILDING CODE lion lkgh Velocity Hurricane Zone', oso17 TK1EC0.NC. ®201T IASTERN METAL SUPPLY,INC. L E C O 1f,t. A■S.S.A Accordion Shutter System . *' 1Lv.SAM p w/CR w/o N.v.WNWN Rxx TILUT TESTING & ENGINEERING COMPANY Ame�toan ShuHer Syatama milt T PAU oRAx11 er: La \ Aaaoolailon. Ino. I at 0 IS-M5 7 27 1 Dar: w/2�l» -= /C•.•. . \\ G353 N.N.361h,EI,51w 3M VJMM COMM MAMA 3116 Phone:(305)671-1550.rer:(M)a71-1531 4288 Weatroads Or(ve 2 DRAWING No \ ,d .-.ne7:tii ccOeoieon West Palm Beach. FL 33407 3 •• rG ••1j1 WALIER A Titur it.P.E.AAE• E fIORaA N1 I:.f 67 5 SHEET P-E. SEALSIGNATURE/GATE E 8 0 POURED CONCRETE OR -- - - -POURED CONCRETE OR CONCRETE BLOCKCONCRETE OR--POURED CONCRETE OR CONCRETE -.-- ---. CONCRETE BLOCK WALL BLOCK WALL REQUIRED --�-- BLOCK WAIL REQUIRED — LOCK WALL REQU6XED EXISTING GLASS ^EXISTING GLASS , CONCRETE ANCHOR —EXISTING G1/55 7 ' EXISTING CLASS O 16"O.C. .1_ _1T -. MR.S� —r-' '� •.-1• ,'-I - -2"MEN. TO GIBS MN.S♦�TK1N rEDU E ON SHEET ro ` I I WL SLFNWKIN 11 FOR BADE(DAND To GLASS(SEE ' EO EQ SEE i0 CLASS(SEE SOEDLIE- .�( . FillSP4DUE CN SfEET 1/16.3'MAX. ON SHEET 19 TOR 11 FOR a" AND SCHEDULE ON.SHM 11 FOR 8ADE ma (6083-T6)COM. BLADES Q� ON SHEET 19 1/2• 1 FOR BADEd)RA ON STET 19 FOR ALUM.CLOSER 1 g,A �� 1� IMM SEER t9 FOR (LOCALE AT - 9AOeS m&.Q PLATE.(LOCATE +/2'• BAOES mA OF ) SLOE AT EITHER SI E. MIN _ IFS) I - .. t/2'MIN. �v) 4 1 I 4 USE 1'OR 2'MAX. I 510.1/2'S.M.S. I _—_-- =' (As ),re•.1/B'.O'-2' ----_- /10.f/2'S.M.S,.--� ___-- O 16.O.C. I -—-—- - ALUMIN CUP ANGLE O ,6'O.C. 4 (60 . ALLOY)AT MIDHEICHT E 4 J (2)1,_'0 1APCONS ANCfIORS TO \ AT 1•O.C.(LOCATE AT EE DETAIL X FO SIDE CONNECTION OR ® TER SXDE OF Q) I OR\(W T OR ®♦ ! SEE DETAIL X FOR {�OR ®♦ TO TRACKS .� O O t u 6•7 8 SEE DETAIL% 4 SIDE CONNECTION SIDE CONNECTION .®a TO TRACKS e a 6 >6 0•®�• •®�®•� a TO TRACKS •®'®•®a©'®a ©•p•®��©�1._�•�O1•®� .0.07 •Q-O.O•0- . "•0- ®'Q�_®'®a0O•©a ®•®'�•l9"V•©°' ®'®°,®.®mO•®e O•®a®•®a®•®-0-0 �•lY"'®•®a®•®'®•® ®�"� �•®'®•®'®•®�� END CONNECTION DETAIL0 END CONNECTION DETAIL END CONNECTION DETAIL 1 END C i REQNAEO OR SPANS GREATER THAN 12•-0• POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING f- G 4 —EXISTING C1A55 REQUIRED ,/2'S.M. TO LAWSEF!A(SEE O To-D.C. D ----'--- ro Miss(SEE Mta sEreawKN �'------� ------ 1C1 I ODR 9 ON IDEg MA C REiE 1/2'MIN. TO GLASS(�_ _ ©OR®OR(qOR ON BEET 19 ROR O—. 1111 FOUR EMAXm - __ (900"0OR0 FILAM0&a) 12'O.C. ON SHEET 19 FOR 4 CONCRETE ANCHOR I \ EO GLADES G)& .___ _ _ OR(p S O 4 O.C. ___ 1 2 MIN. ..-.I 1-t--=--- _� ILK ------� r --EO - OR(DOR Y MIN. 2'MIN. ♦ SEE jATIONSHEL 19 rOR ©OR®OR(qOR(gORIT@, -.Z.L4ll—L OR (W T�VAA PLAN ♦ DETAIL X �-POVREO CONCRETE OR ) OR ® \ �°1©OqO�•®°' a®'"®•�Q ® ®^ END I O CONCRETE BLOCK WALL 10 ®e,®.®on©.®a 6 7 8 7 REQUIRED —O.O ®"O.O•®° D 0 O BLADE INTO `�`©O•®a©•0.0: ® ®•'® ®-O•®a CONC E 0 -CONCRETE BLOCKWALL. END CONNECTION DETAILO O•®^'®•��® ®aQ ,®A © 46•® FLORIDA BUDDING CODE Non Hi h.Yeloci( •Hurricane Lone 02o,7 rLTEco.tHe. 02017 EASTERN METAL SUPPLY.INC. p g g p Accordion Shutter System . . . ■ KY. MADE/1 W/CR W/o KV.NA(DON 9AE •o i• `� * Amerlaan. Shutter Systems 9 ;!-• IJD� 2 TILLIT TESTING & ENGINEERING COMPANY S-011 /27 DATE' er: LC. =0�••.,• ,••'�`L,� 6353 KW.340,tK.st•.30,%V&WAA"ROM FLORIDA»1 AsgOOIOiiOn. Inc. G IXA 19-085 7/27 1 MATE: p7/27/,7 n +.......... Phw (303)a7i-m30.Fo (30S)971-Iasi 4268 Westroods Drive : �•T',1•1'� N0�fI1+1 m T U11-00..— West POIm Beach, FL 33407 3 DRAWING No '•.O••r+I IIt•H WALTER A T%W 4,P.E. L 17A—1 07 � /IAA•r FLORIDA Ue.1 44167 S P.E. SEAL/SIGNATURE/DATE 6 SHEET OF 20 SCHEDULE Y1 SCHEDULE #2 SCHEDULE /1 MAXIMUM SHUTTER SPAN 'L+' OR "L MAXIMUM SHUTTER SPAN' "L+' IMUM SHUTTER SPAN*-L+- (It.. FOR INSTALLATIONS W/ OR 1-- (ft.) FOR R L (IL.) INSTALLATIONS I CENTERMATES,® &®.'or or INSTALLATIONS•W/ CONCRETE Q W/ ONE H.V. LOCK ® or ®or or MACRETE W000 ((1)L+:MAXIMUM ILLOINABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® & /ONE HV LOCKS POSITIVE AS.0.OE9EN PRESSURE RATING. CENTFRMA 28(81J 29 W/ ONE W/ NO LOCKING RODS. OR W/ NO LOCKING A.S.O.MAX.DALLOWABLE RE FOR A GIVEN NEGATIVE H le'T- LOCK 30 /1TWO LONG (SEE U07ES t tt)® S WALL A, 8, C, Q E, M, N.0, P, D. MOUNTING F. K &L R. g-�V. AS DESIGN PRESSURE RATING. RODS 35 TOP& BOTTOM EE N&*Fsa1Rtt[f 17NF2TC FLOOR CEILING -) / G. H. I, It, J (2') PROCEDURE TO DETERMINE NAXINUM SPAN FOR C INSTALLATIONS CONCRETE h WOOD CONCRETE MOUNTING M T, U.W& X WALL MOUNTINGS(IOP/801TOM)OR,FLOOR/CEILING: MAXNAU A ID, +¢ MOLL uatmtxi. ILIL INSTALLATIONS - GIVEN A POSITIVE AS.0.DESIGN PRESSURE RATING, VIALL MOUNTING- FLNR/CDUNO .. _ ,.DETFRMINE WUOMUO SPIW 1+'FR011 SCHEOl1LE. NTINO MIND R PA"a R06R/CELNfi IJ011NIW0 - - It00R/cEawO u0umN0 - (W) '- OR' GNFN A NEGATIVE AS.D.-DESIGN PRESSURE RATING• (.tx-) ROOR I+OIR1TWq O MAIOMUN SHUTTER SPAN 1+'OR 'L-'FOR �TNE AVURY4UY SPAN 1-'FROM SCHEWIE. L- L+ l= L+ (0) L-4 t+ L 00- 18'-0' 16'-0' to-06-0 30 IW-0' 1a'-O' 30 18'-O' 18'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAIOMUq AMOA'A13LE SPAN IS EOUAL'TO THE a;L '-0' 14'=10' 15- 35 14'-•10• 14'-10" 35 15'-r 16'-10' 105 p11.Aso.DESIGN PRESSURE RATING: DETERUIM SPAN BETWEEN 1+'AND 'L-'.' jjI IS-Ior 13-t0' 14'-2' 112'-11' 40 IY-101. 13'-10' 40 14'-2' IS'-2' (3).PROCEDURE TODEFERMtNE MAXIMUM SPAN FOR 45 13'-t• 13'-1' 45 IN-4' 14'-r t HV CORNER CEMERMATE/3 MAY BE USEO`AT AL COMBINATIONS IN 0.11YEEN WALL MOUNTINGS50 12'-5• 12'-5' 12'-8' 50 12'-r' 12'-5' 50 12'-Y' 13'-1' MOUNTING WSTALIATIONS.LOCKING SPECIFGOA110NS W/FLOOR/CEILNG UOUNTINGS: 55 11'-10' I1'-f0' 12'-1' S5 I1'-10' 11'-10' SS 11'-1' 11'-11' SItAIL 8E AS IN01CA7ED ON MANM70AY COk01RON 1260 11•-4' 11'-4- IV-7- 60 11'-{' 11'-4' 60 10'-2' t0'-11' NOTE/5.SHEET 5. FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING:65 lO•-10' HY-10' tI'-Y 65 10•-10• 10'-10' 65 9'=S' - 10'-1' DETERMINE: 70' 10-6' 10-8' f0'-9' 70 10_6• 10-8• 70 W-V g-4' Li+o MAX. SPIW FOR WALL MOUNTNG INSTALLATIONS. 0'-l' IW-1' 10'-4- 11'-l' 75 10'-1' 10'-1" 75 L2+me MAX..SPAN n�R/CEILING MOUNTING f ttEXCFPT-IHAT VACUUM SHUTTER INSTALLATIONS. 80 9'^t0' 9'-10'. IV-0' 10'-9' BO 9'-10' 9'-10' SPAN 1+'OR1'AND MNOMLIM ASO.DESXGG 85 9'-8' 9'-8' 9'-r f0'-5' 85 - 9'-8' 9'-6' - PRESSURE RATING FOR OWAW704 INTO CONCRETE FOR A GIVEN NEGAThf ASO.DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERATING: 90 9'-0. W- W-5' V-10" 90 9'.-3' V_, 1- CONNECTNIMS TO KEYSTONE MOUNTING Lt-- MY. E. 95 9'-0' 8'-9' 9'-2' '9'-10'. 95 9'-0' 8'-9' Lt-� MAY.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED.TO +a4:72 p.9.1. AND 8'-0' SPAN, SEE L2-- MAX.SPAN FOR FLOOR 1005 8'-4' 9'-0' 9'-7' 10 V' 8'-4' MOUNTING ON SHEET 7. - INSTALLATIONS. /CENNG MOUNTING 105 8'-7' 7'-11' 8'-9' 9'-4' f05 8'-7'' )'-11' © 110 a'-4' T-T B'-)' 9'-2' 110 8'-4' T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' r-Y a•-4•. W-tI' 115 -r r-r SEPAMTI N TO GLASS SCHEDULE MINIMUM BETWEEN 7,+'. 'la+•.lt-AND 12-' 120 W-0' 6'-11' W-2' W-9' 120 W-0' 6'-11' (4) CO TO ANCHOR SCHEDULENEGATIVE WITH FINAL MAXIMUM 125 T^t0' 8'-8' 8'-O' 8'-5' 125 T-10' B'-8'_ ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7'-8• V-V 7'-10' 8'-1' 130 7--8' 6'-s• MINIMUM PRESSURE RATING 10 DEIERMWE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 7'-7' 8'-2' WIND ZONE SPACING. 140 7'-57 5'-11" i'-7' r-6' 140 r-s• s•-11• ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3- 145 7'-3' W-9' TO GLASS 150 T-2' 5'-7' T-4' 7'-0' 150. 7'-2' S_7• 155. 7'-0'. 5'-5' T-2' 8'-9' 155 7'-0' W-3' 1 THRU 3 i„ 160 6'-11' 5--2- 7'-1' 6'-7' 160 W-11' W-r- 165 6'-10- NL4'- 7'-0' 6'-4' 165 6'-10' W-1• ---170 6'-9' W-i 1' W-2' 170 .W-9• 4'-11' 180 6'-7• W-9' 'V-1' 175 W-7' 4,-9 H V BLADE 180 6'-6' 6'-8' S•-tO' _ 180 8'-6' 4'-8'105 6'-5' 8'-7' S'-8' 185 6'-5, 4'-8'190 6•-4' 6'-W 5•-6' 190 6•-4' 4•-5•6'-3' 6'-5' S'-5' 196'-3 4'-3-. 2O0 j::2' 6'-4• 200 W-2• 4'-2' 205 6'-1' 4'-1' 6-3• L.IZILj 1 205 1 6'-r1 jAl=, ,. FtDflIDA BUILDING CODE Non.Hlgh Velocity Hurricane Zone' �1.... 62017 TILTECO.INC. 02017 FASIERN METAL.SUPPLY.INC. URTHA,'� •'�CE!YS�•' L TM A' S■S■A■ Accordion Shutter System ■ tLV. BLADE#,W/OR W/o HV.WINDOW MADE. t -o'; 1 77W `� TILLIr TESTING & ENGINEERING COMPANY American ShMMar Syatems 6E 2rmH OAIt ORMN 6ri wcv. a 9 44� 6335 N.M.360 St.Slw 303.VMC M CkInO,.ROM 3311 Association, Inc. 1 OLD IS-B8s v 1 0:A o7/27 17 oXI A) p PI--:(30s)87t-1530.r-:(30S)071-1531 4268'SY8sl10ade Drive a 4^ \�' 6 10:tntaoo "+oa. West palm B6ach, FL 33407 300087 to- DRAWING No ONAt-ti ,11' WALIER A'WI Jr.P.C. 4 7— O/ P.E. SEAL%$IG�SA6E/DAZE naaoA`k' +4167 s SHEET • OF O l .. Iq Ur: J r11117, . ru rlll : t e.lu :4-. Ti;f 751i2t rf� N;;�3..'t,t,.,t .,# .Ilh.e•11' t: 4a of r; .•�.. •.. ..py. .1..Tv .n r.�;.•. ��a�r,,���,.r3�.txa�>r�r..�i:i�:id3���51r�,I:.�: a;iLS` raiir._:; ![iT,-rr.T?cT ..,,. r'i,.itJ: .>•. ..,,.. �7��:.'i•"7:T4'."11"m ..., .•. .. .. _ rc, , . i., .. _.cir'' iT +ram-. t"=T�� E'7�6d6A�]�1E]¢I�®E9mtmdE��]e]t�f��mQa000mcimtra��oo c�cmme�ot�c7®[�m[m�7 �IXXK"ISUO"LAKA"goMWra["""l LLNUALU. ILX"KAKN1[-]UIVA"In�rNnn KANLU LAillEluuu [7 lU&IRA LU mmrnAnnoummmnr�nnum mnnnnnmmmmmm oounununnoon mwa�n ©mmm[�naQua��imnonQommmnondammmoc�nQQ[�ataoonr�m a�mimnn�Or7R7ff�W000QOQ,[tilmO[lOd iGl[E1Q][SQf7C1pm[�iQ]E1f[70O[lO[1000Or1i7 mmmmn�nnaaimmmnnnno®mmonnnnmmimmnon�ommmimnvon�nnooflnu mmmngnrsc�mmmAouooarammounoommmongoommmdnnQoiuonnonou mmlij".. mmmoonnummm...Qommmno ommmnunoounna�nmia� mm�noc�n® mmowoummmmonnonmmmnoc�ammmn®ms�Auu uraj�r�uu ,. m®mo�aima�a�mmonnuimommmmnnn..wujunoad�aim®mnnnndungdnE�g® �a� m®mouFaoanoo o u mwnnnQommmuQiaommmimnnnnummmnnooammmnu®oouniooQmmu r• �mmmQa®DOm�mA[yn©Om�1mOn01�C�m[IIQQ®[li�Cl�mm�7F&7cAF�7s7C�Qi][lE�f[�7Q3E�7�1 I �mQ•0[7®viimQ]mlvOa®AR7m���0©moomrmmom000m®��®A®dOMQOO� Q� �II.7A[70CiO��imE)[�[7ii0[Lf® [7 pm'�7II3E1t7E7Q0a7®m0[7E100®�ImOA[�nQlml®Id]DOOOOmmmOn[lE7pOm Ai]E7O[9!� �lacgimow'c°°oumiomnn oommm®n000mhio®oogommmmoMondng'�'o®o��i m��:mn®�noammmnn aommminuunommmoao ammmot'Qofainnlnnoa r�amammim�m000m��i1mva�gom®mn��eamm�mflor�ooimmmtaii000ion0nNAnmoo WE m mQoaommmEsn .J�npQvaCi[IlmmO[7oPiao�mmmoo�vommMooioaammmm®® as:�i0�movOmm�mRREU MUM mmimm000sa�n mn� mmmo�iooi®mmimmvavoom®mvooeaomm�oi0000aamnmoononoo EEIRES mmr�umoo�am®mmomaaammmuu000�maao�araa�mmas�aoao�®�7US=== MONUMOMMUMKNIMIMUS mmmm'Emu oimmmonovamSUMal®voodoM 11000iSUMMKIIFol000nnm®vmoo ®mmoneiooramMEN Ullmmo�o�n"oMov oaeaa�®©av00000n��'o SO= �mu �aommmim manovaaomimm a +tee aooi+o�mooi�°os� nooEsflooe aimmo o�aaamm0000ammmv'oSoTio cm 000ammE COXXmm noEam®000 a1®®OvirAiia�mmo�7L7OOm Q]p a�lL70�DaOOBOCa�mmd suouQ Qpaa �mmmRa��vO0m000L7�O����7A0�Q��MUCH oLu o o®m000�{ �nmoo asmoo 000mmmoo mmmi000 o mmogodo®mmoo®aO asm000 on"Ks Hiso oe�avmoiaaAar���� - mmo oeao moo�voo��moni �oaM®ao®�vo eaao®® mm ao ow�av o00 �i mumoiaSO An®omsas9eo �1 1 • -, 1 ®mmo�'iUSEommaooanommaaa�� io�auao®oeaommoag@aRaooiunm®000e� �mao�oidvomm000v�oumm�ovo®aoiuimo oovo®om�aHaaiiooauig®IIXKS Q o • ; ' o w"UHMIn aAm�ousi000m®r�00000 a�a000®a�OC�aaAOaQC�©OOi��O �ao=aoo- an NXV ooa�0000 Imm caooaomCnWERM NO==o® d0000 mu<oosa�ooiwoovo��o�omo�o oa�ao�ovov0009�Aagi 1°��'io � '�'o ®o NiQgOLQ7®vo®000ao�aawa�i000�aosa�vooaysa�smaQa��oioa�mA�ea�saa �mooioop op0000�o�aocoaaopop��v�®�0000mm��0000 m0 oaaoL7[UO�L76iadamOL7MORZ_G!!?7ool�ilC7pO0mAaagio�auEam000iae• � ►• i� ■ T • HCH Irl r JEOR A GAIEN MAX SHWER S113AH, 8PECIFICATIONSANCHOR RE 1 E N 3:71 30000NCREYEORMIFT-HAILIOCKS BST ES (SEE t•ilmlim E 0.k H ON Spins 8!7) - - 1.ANCHORS TO SU831PATE SHALL 6E AS i011045. - - POUM OIACK -„_ - --- - - .. (A) TO OWING P00010 CONCRETE(16m 1'a.J SH) OWAII Slll MOUNTING ©CEILING MOUNTING ®Ft00R MOUNTING -1/49 I~OR TAPCON MITI ADVANCED THAEADFOR11 TECHNOLOGY ANCHORS,AS MANVFACTURD or LLW.wUXX.(MI&f'e�s W? EPAH ANCHOR-S SPAEYNO L£GEIOD - 1/6'0+:J/6•ALL PoWTS SOIM-SET AHCHOR9•AS OtSTRt0UTE0 8Y Ill PoW19 SCREty,6plT&VECULtt COMPANY. (ill".t'e J lit} ((I) S _ M kill,OEM M1ww PMUM wm DoTA➢CON - 1/4'•BLUE TAP CONCRETE ANCHORS W/CAP AS 1WH)F)gn=o ev FLORIDA FASTENER!OPECT,W.(Mi.'M'e-2-NO) _ 30140160175 10 120 t60 105 30140 40173 •00 120 160 203 30 10 60 73 00 120 160 205 TAPCON KO AWANCEO - t/4b TAPPER►ANCIOR3 A9 4A WACTUREO BY POWERS(ASTENERS.M.AND DfSIR1BUM0 of AL POINTS SCREW.-WLF•&SPECIALTY 14 1 e 1 1H PCION VATRMI IEfWAIKE6Y OR ANY 01MCR APPROhtO LICENSED OR.AIfIHORITED MON Rt4MRt&►W THE A09FA4 SH111TER srsnuS ASSOCUD109,ONO. J•-O' 11 2 to a 6 8 t4 12 1019 0 3 a a 14 12 1 9 8 8 a ALL PONTTS�-SO (LOn.fe•J k!t) OR LESS E 14 12 10 0 '8 a 4 0 1 1019 a s 6 6 14 12 70 0 B a 6 3 BLUE UP W OM NOTES. 14 12 f0 9 A 4 7 1410 10 • 6 6 6 14 %% 10 9 6 5 :6. • TAPPER4 Af)MNMUM EMBEDMENT INTO POUREO CONCRETE Of TAPOON OR FAPCON WITH ADVANCED THRF/INORM TECHNOLOGY ANCHORS AND DPP1R4 N ] 10 ! 9 7 SS 1! 1{ 12 TO 9 a 3 [ _ 1 12 10 9 6 8 0 ! ANCHORS IS 1 3/4.AND,FOR BLUE TAP W/CAP ANC ORS IS 1 1/2•. 4'-0' 14 12 f0 9 6- 8 a 0 14102 10 9 a 8 6- 6 14 12 10 9 a [ 6-5,3 ' 14 12 10 9 3 8 0 4 14 12 10 9 0 9 4. 14 12 10 9 a E 4- 3A A2)MNMUM EMBEDMENT OF 1/4'6 I 3/4'ALL PONFS SOW-SEE ANCHORS SWILL BE 7/a•WtOME POUR10 CONCRETE.NO EMBEONENF 4 2 f0 9 a 3 a {S 14192 10 9 3 a 6 0.S t4 12 10 9 8 6 4A ♦Ta U T19f14 Cr TOR INFO STII000 STULL BE PERIlIOEO. 1/4'a-20 S.S."Ja NE SCf V USEo SfU3L BE 1 I/2•I"MN6WM SHOULD STUCCO 14 Ll 10 • Y.!S.e JS - 4112 10 0 6 a 6 ! 14 12 10 0 7 S.S 4 GLADE ON SUM IT Exist.AND 1•IINNWII ran W/;115 WITH N0 STUCCO. 51-0• f4 12 10 9 6 a a a 14 12 0 6 a e 6 14 12 10 9 a s 0 6a �7V - 14 12 10 9 8 7 4 - 14 11 t0 0 a 6.3 5 &6 IT 12 90 6 6.6 S -3 AJ)IN CASE TMAT PRECAST STONE,PRECAST COHCIRIE PANELS,PAVERS OR ANY VENEER BE FDUO ON THE EXISTNO WALL OR FLOCK 14 2 t0 9 a 7.5 ES - 14 12 10 9 a IT • 4.3 14 12 10 9 3 a 4.3 .73 ANCHORS SHUEL BE TONG ENOIOH TO-REACH THE NUN STRUCTURE SO"SAMO MALL"AWN ANCHORAGE SMALL Be AS INDWW ON 14 12 9.0 7 0.S IA - - /4 1 10 0 0 17.815.5 4 14 12 10 9 IN 6 4.5 34 Mono At)&A2)ABOVE.FOR 1NSIALLATM ON 1Miil S109O OR in YaDI OR wT OUT MnL STUDS CONSULT THIS ENGINEER,FOR 8'-0• 14 12 10 9 a 0 8 - 14 12 10 9 a 6 8 S A 1 IO 0 a ITS 3 3! INSTALLATION INTO EOS WITH METAL STUDS SEE SINEW 20. 14 12 1 9 7.6 S6 - N 12 t0 AS •7 ! 4 3 N 12 a AS aA 4 3 14 12 10 0 6 6 - - 14 12 10 9 6 0.5 J 75 14 12 10 SA 8 ! 4 - (a) TO EXIST"CONCRETE BLOCKI(MR C-90) 14 1 a 0.! s.! J - - 14 12 t0 9 6 6.S IA 7A 14 12 10 a 7 3 a3 3 - 1/4'[TAIPCOR OR TAPCON W il"T ADVAN-10 THKWORN TECHNOLOGY ANCHORS.AS uANUFACNBEO r(I.T.W.WltOEX 14 72 f0 9 a a - - I4 12 10 9 8 7 S 4 14 12 10 9 7A 6.6 4,. 3 - 1/4'4 a 3/4'ALL POINTS SOUO-SET ANCtiM.AS 07STPoBUtEO BY ALL POINTS SCREW BOLT N9 9HCtAltt COMPANY. )�-O. H 12 10 a 0.S a - - 4 1 9-7.6 a 45 J.S - 1{ 7 9 4A 3.S - - - 1/4'•BLUE TAP CONCRETE ANCHORS W/CAP AS MNNUFAGRANED BY FLORIDA FASTENER$-D:RECt,IC, 1 4•YADPER4 ANCHORS AS HA WAC"CO BY POWERS FASIEA[RS.MC..AND,OISTpi a 8T At POINTS SCRCYQ BOLT A SPECWTY 14 IS 7 33 7 s - - t4 .12 10 9 7A SA f - I 12 9 7 7A 4A - - C pANY OR At"OTHM APPRONEO UCENSEO.OR AUIMORREO VENDOR REGISTERED VAIN THE AHERON SHUIFER SYSTEMS ASSOCIA".INC. N 11 7 J! 4.3 - - 7f 12. 10 9 7s SA • - t 12 9 7 e •. ! _ 8,-O. 14 12 10 1 a 6.I - - N tt to • a 8 4 - 4 12 10 a 6.3 S 33 - NOTES: 14 12 0.S 7 SA 3 - - 14. t2 8 6A &S 4 3 - t.$9a 6 s 4, 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TN(A4 ANCHORS IS 1 1/4'AND USCCYH 14 12 9.$ 7.5 6 - - - 14 12.to a 6.3 a - - 11 a [ 6.! 4 - - NT1H ADVANCED THRFJOFORM TECHNOLOGY ANCHORS IS 1. 13 9.3 0.3 s J6 - - 14 12 f0 a e.3 3 - 14 12 a 6.5 5 '4 14 12 t0 9 a - - - 14 12 10 9 7.3 I.a - - 14 II e3 7 sA 4 - - 8.2) MINMUM EMBEDMENT CF 1/4-0 It 3/4'ALL POINTS SOW-SET ANCHORS SHA BE ENNRELY F7BEOOEO Ix10 DIE CONCRETE BLOCK.NO 9'_0• 11 la 7.3 6 1 - - - 14 11 7 SA ! 33 _ - 11 0 33 4.5 J.3 - - - EMBEDMENT INTO STUCCO SHILL BE PERMITTED.1/4'0-20 S.S.MACHINE SCBCB USED SHAM a 1 1/2'low MINIMUM SHOUID STUCCO 14 12 6 6.5 4.3 - - - 14 12 8.5 7 3.3 4 - 14 104 7 &5 a 4-S - - EAST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 0.S 33 4 14 12 9 7 6 :3 - 11 it 7 3.3 4.3 3.5 - 10'-0' 14 12 to 9 7.s - - - 14 1! 10 i-0.a 3 _ 14 13 0 6 5 4 - 8.31 N CASE MI PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND"THE OUSTING WALL OR noon. rs 10.5 7 s 3.3 - - - 13 9.5 6.6 a 4 ] - - 10 7a 3 4 7 - - ANGGRS SFO11 BE TONG ENOUGH TO REACH THE 11MN STRUCTURE BEHIND SAID WALL FINISHESANCHORACE SHAXL BE AS NCIC11TO ON 14 if 7A 5a - - - - 14 14.3 9 6 S • - - ].s 9.5 6 3 4 4 - - ROTES . Alu2)17 EIFS MIT METAL STUDS SEE SHEEF 2pR EMS N1TN OR Wf{1Sglt uDA 51UDS COnSULi 1fU5 ENGINEER Oa a 5 14 12 a 0.S 3.5 4 - 1] 10. 8.5 3 4 J FOR 11'-0' 14 1. 10 - - - - - 14' I3 9 7 6 45 - 1/ I0.3 7 3.5 13 J_3 - - (C� ANCHORS SNAIL BE WSTALLEO FOLLOWING ALL OF THE RECOMU114DAYICWS AND SPECVIG110NS W'OIE ANCFAR'S 1IANUH'ACTURER. 12.3 9.S ! 12 9 6 4.3 • 3 0 t 45 ].S 3 •11 10•7 - - - - - N ri3 7 !.8 4A - - - La 0.5 Da 4.3 75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE.(E.O.)VERSUS SPACING REIATOMSMP FOR ANCHORS. 14 11.5 7.3 6 a - 12 9 4 4.3 4 _ 12'-0' t1 is 12 a eA S.a - - - 1 10 0.S 3 4 - - (DOE DMTANCE VERSUS SPACING SCHEDULE FOR AL7H7•HORS: _ t/.5 11 41 33 4 30 - 8 d 4 J - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FGA EOCE O:STAHCES INOICAIEO 6CLOW.rOR C.0.LESS TKAH Ot HCbMiD.REDUCE ANCHOR SPACING 1]a 13 9.1 6.3 S 4 - - - OS E s ♦ _ _ _ _ R[OVC[O SPACYOPACM OBTNNEO US. SING FkTOpWH Oil SF41�NOT 8E THE Ci sSC /1WOWING F70M4RMUM SPACING UOKJOEO TOR fKN ANCHOR TYPE 14 0.S ) 3.a 4.3 - it a.3 3 4.3 3.3 14 1.5 7.3 6 3 _ - - 12 9 e �s 4 10 7a 3 - zs 5.3 4 3 lCIUAL TAWCON'Wim ADVANCED BIDE TAP GP TAPPER + - a.a It 9 6 4.s 4 - - - 9.5 7 5 4 - - - EDGE TAPCON TNRFAOFORM TECHNOLOGY AL POINT SOLID SET MIN. P NO a - - - - - - A 9.5 6.3 5 - - - - O.S 7.5 s 4 - - - DICEl�110E MIL SPACING- 3' MN.SPACING•3' 111N.SPACING r 3 1/2' MN.SPACIXC•3' J 3/4' 4' 14'-O' 14 10.3 7 3.5 - _ - _ II 0.5'OS 4.3 - - _ _ _ _ _ _ 9 7 •.S J.3 - 7 JS .3 BLOCK k �OC41i7a1E OH[M[BOIX RETE 00 6 RFD C dI IbUEO CONCRETE OONEYSR HOCK tl a 3.0 A - - - 9. 8.3 45 - - - - W CO.•3• SIR E&•311Y UK COL 1/Y I UK . 1 Ca ROCK IRS Ea:J I/r Ea•2 t/Y 12 9 8 - - - - - 9 7 4a - - - - J' - 1_O a.90 1.0 O.)a 1:0 0.84 I.0 14 - - - - - - - 3 10 as - - - - 0.5 ! - - - - �{1D£ GRACING _ 15'-0' T - _ _ _ _ - 3.a aS 4 - - - - 0.! 3 3 - - - - - 2 2' ___ O.a1 1.0 .- 10 = - os e 3 - - - as e • - - - .IN -UNI$ON ♦ 2• - 0.71 - - - ---_ - - sea 3. - - - - 9 6A 4,3 - - -..--- - - _-- ---^- - -- os1 1. 10 7.3 3 _ - - - - • 1 3/4� - 0.91 - _ O•,� - 16'-0' a - a 5 4 4. 3 - - _ _ 1 112 a33 - pYV BUILDING-0 4�N ,1 p 0.35 0� a 4 - -.c- - FLONA UUiLDING bQ�E on 'h eloci( urricona onG' 4TI111 02012 T4TCCO.&C 020177(ISTERN METAL SUPPLY,,INC. - i L E C O ENS. 1■ Accordion Shutter System 1{v tsanE pT w/cR w/o Tlv xlwav SLADE Amerldon Shutter Syeleme e cv.N nrla oar oaAAti r.ic. • Q f TILLIT TESTINO &'ENGHNEERINO COMPANY sc � � ! *r UQS N W,7Nu.St.1..303.%%"M CAROMS.OOeM 331• ABSOCiOII00, Inc. I OLO TS-011 27 1 IUIC: 07/27/17 " f MI_:H3o3)e71-Ism.fo.:(30)071-133+ 4288 Weslro0ds Drive 2 ^a� p� ' �r�lL4V 4 'DEB 1N00067 94� West Palm Beoth, FL 33407 7_­ ............ - DRAWING No Vu1O�/ u.��"i WALTER A TIE_it.A.E. 4 _-._•- O� P. SEi)L (l11��DATE FLORMA Lie.1 44167 9 - - ---- [ - SHEET 13 OF 20