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Home My WebLink AboutProduct Approvals 4/4/2019 Florida Building Code Online BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links! Search 1 Florida ra19"1)Product Approval ,^� USER:Public User - REC MC) Product Approval Menu>Product or Application Search>Application List>Application Detail DEC 2 3 2019 FL# FL389-R9 Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments Archived U Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561) 209-8263 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 D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. FJ 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 REVIEWED ® IS Fp �^C ASTM E-1886 C®NDE PLII�►IVCE ASTM E-1996 ASTM E-330 �Y le a ST. L TY ZCOUN TAS 201,202,203 Equivalence of Product Standards CertifiedFILE COPY 8y i https://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 — � is /1/4/2019 Florida Building Code Online Sections from the Code i 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 i Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The 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 here. Product Approval Accepts: Z9 M https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 ENERAL NOTES: I.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.G.)H45 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6U1 EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.DESIGN WIND TABLE CONTENTS BE INSTALLED WITH SA DIRECRONAUTTYSHALL BE DETERMINED FACTOR 0QB5.USI GI ASCE 7620 OF-10 MND SHALVE LNOTEXCEED THE MAXIMUM ".0.ONED CODE.FOR A BASIC WIND )DESIED GN PRESSURE RATINGS INDICATED WHEREUIRED BY THE JURISDICTION SHUTTER � in�L� �—' ON SHEETS 11 THRU 15, 19 At 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 AREA 1: HV BLADES(1) & �N BY MULTIPLYING THEM BY OA IN ORDER TO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU M 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED 1N THEIR SYSTEM.COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL —HV BLADE(2) #0214.01-03,p0715.01-03,11004.01-05,01214,01-05,10317.02-06,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASDA E-1886 AREA 2: HV BLADE(D AND HV WINDOW BI ADE �1A} AID E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEI —HY WINDOW SLADE 0 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-86 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F.CONCRETE/BLOCK SHEET 6 2.HV BLADE()AND TTY WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER,THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAJLS G—M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND 014x1.75'RESPECTIVELY,410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL.ALUMINUM EXTRUSIONS.SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 8005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 - 5.ALL SCREWS TO BE STARLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50-ksi LAIN,YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3,3.4. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 14 6-BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O 1 12,13,1405 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 1S HV BLADE O&Oi WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 8.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY U.S.PATENT 05458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 1B METAL SUPPLY, INC. AREA 3: W 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULKylljNL1QW BLADE ONLY �A ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,CEACH UNIT SMUST A D SCAR ENGAGEOPERMANENT LOCK ALA.LABEL IN A HD VISIBLE eKACE WWITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD S. AREA 4. HV WINDOW BLADE C1`}ONLY 11.SHUTTER MAIUFACTURM'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION,SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING GODS ONE LABEL SHALL DE INSTALLATION OETALS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENINC,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA HV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES N07 PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS OMIE FROM THE PIED. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AID INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE 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 FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MFNNS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED L14GINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECI AND WHO WILL BE RESPCNSiBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.EO ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a}ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEALAND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED.IT. - - ------ - ---— - ---' F 090A BUILDING CODE(Non High Veracity NUrricane Zone ® 1111 ��'"�'S. R)2017 TIUfCO,RIC. �j/� 2017 EASTERN METAL SUPPLY,INC. BERTHA TM tiAccordion Shutter System i 6r �r O NC. ■ ■ t ■ KV. RAX#i WJ C34 W/O N.Y.WINDOW BLADE { j / y American Shutter Systems IOTA / ! # 7 N.N DCS 15-0H DATE DRAWN 0 L.C. 1 �YIYC o A TLLLiT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15—OB5 7/27!1 GATE 07127 iT At 4155 N.N.x( 5)w.nos,t.N-.(303),1-133LORVA a11a 4268 Westroods Drive x <p-i. Pkooe:(30x)671-1530,Fa.:(Sos)671-Taal DRAWING No 'g o m Es�aalo�is'.00m West Palm Beach, FL 33407 3 17-107 �S`1011A1��th III WALTER A 11lUT Jr,P.E. 4 P.E.-ttAt�511310 URE/DATE FLORIDA uo @ 4„67 s SHEET 6 1 OF 20 VARIES MOK. 1.2 6. (D HV SOLID SLADE HV UNIVERSAL ELDATER (j)Hy 90-1100-- STARTER ouAunED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE(D �HV DIRECT MO HV BLADE 01 (R,HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER -SEE Lf ONS OF USE OF BLAD ON SHEET 19 6063-T6 ABLADE LLOY AWID TEMPER .373.124"- - 60 TEMPER .085, 67 "42 12V �670' 61 72 842 nil 4. 1 Vi 4,436- 12 .9 1. 7 flK_AuLADAPTER_WAffi 'L I - 37 RPM- 2 6' QUALIFIED FOR U E W/ HV HV WALK-OVER TRACK .920- T_ k I �l QUAURED FOR UAE W/ W HY TRENCH TRACK --r- Lzw (�)IJV AQJ, FLOOR TRACK Z063-111-MLOY AND-T& QUALIFIED FOR USE W1 HV ND T& BLADE Q) QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER BLADE@ ONLY. I I V RAINGUARD V BLADE I 6063-T6 ALLOY AND TEMPER (i(l)U" FIED FOR UIE W/ H�A 63-T6 ALLOYA R vA!SEs_ 1.946'. BLADE kj N Max VAPJES 1.1136' 6063-TG ALLOY A TEMPS5 1.917' CIw 91 - -083* r—l— .12 .- su, I i 06a, — 6701 1.686- 670 3.529' 3,520: HY HEADER,/-SlLt (11) HV CEILING HE DE QUALIFIED FOR USE ly HV BLZE,01ONLY 103 E (C4)HD WALL HEADERaIL OMUFIED FOR USE W/ HV BLADE ONLY, 6063-T6 AL ouAurIED FOR USE W1 HV SEE SECTIONS FOR VAUDITY-7 ECTIONS ITY. QUALIFIED FC_k USE Vi/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALL Y AND TEMPER BLADE(1)ONLY. 6 - TEMPER MR.X MR Y kft I COMPONENT A I B TI T2 X Y t 2- 2' 0.125 L I' 1' 1062* 5'MAX. 1/8' 1/8. (;P) 3- 3- 1OX90' 5'MAX 0.192" 0.192' SIDE ANGLES 0 7*MAX]GA90- CORNER POSTS RV 2's* QUALIFIED MK USE W1 ALUMINUM ANGLES (,D9 ALIFIED FOR USE %'// W BLADE(D OUALIFIEIFO 'IN BLADE &USE V11 HV _T6 ALLOY AND 6063 ONLY. 5"MAX. 0.139' 0.131* LLOY AND TEMPER -T6 ALLOY AND TEMPER FLORID/t BUILDING CODE(Non High Velocity Hurricane Zone' V tlA A. tj, 02017 TILTECC,INC. 0 2017 EASTERN LIELAL SUPPLY,INC. BERTHA NVT. Accordion Shutter System A.S.S.A. KV, RADE#1 W/CR W10 KY.WNDOW&XX American Shutter Systems UX k DE5CMPTICH DATC IAWII I" L:F' ST % TILJUT TESTING & ENGINEERING COMPANY Association, Inc. 6355 N.b.it .st,st.30L WMA WIWI%nmcA 3316- OLD 15-085 07/27/17 OF 05)871-1530.Fax:(30.5)871-1531 4268 Westro d Drive 2 "Zo a s — DRAWING No A'ID 64C West Polm Beoch, FL 33407 3 ......... (8-0008710 17-107 WALTER A.TILUI Jr.P.E. 4 POUit FLOROk U.0 44167 5 SHEET E/DATE 6 x OF ER ASSEMBLY SCHED—ULE FOR ] 12 MI . LEA);kNCE (4 E E BLADE Q) KV BLADE IA L ly OPE 175 (g HV LONG RECESSED NYLON BUSHING KNU SHING HV NYLON HAT WASHER 0 OR @) 3 60 HV SHORT RECESSED NYLON BU HV WHEEL CARRIAGE AISI 302-303 SERIES 4 X HV WINDOW 0.870'x3/16' THICK NYLON WHEEL2 7/8-MIN, SEPARATION 0.188'0 AISI 302 SERIES S,S. RIVETS 3.7500" BETWEEN X62V @ CORDION PIN W/ #8 HEAD EXTERIOR 0 GLADE _t 5 3/4- ffpmLw KV 1 3/4- AC PENINM (] 0 D"NTLRS LR TYPICAL BY WINDOW BLADE 9-AND Fr POLYCARBONATE IMPACT RESISTANT HV WINDOW POLYCARBONATE WINDOW �SECJOTE FOR BAYER MA4ROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 172;MIN.CLE0LFM Cc SLAB GOT, INNOVATIVE PLASTIC LEXAN 103 RESIN PIN SEQUIREMENTS XT XTERIOR BLADE KNUCKLE FOR (SEE NOTE -F- ON SHEET 19). � - (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR �J'AT REF04INM IN OF (9 AND ONLY AT HV PIN DEXTROR (2) HV PIN (9 MAY BE USED LIEU GLADE's KNUCKLE.-\, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D spit=MIN-V STM wil Q4.3 0.04S wf.� (SEE NOTE*FOR GLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. REOUIREMENTS) MMI=10,MILIU, ASW 06" 9,400 P." 2-140 p'" SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. wmk[a am ASIW D266 is rt-�I� 17""L� ffEL CARRIAGE DETAIL REMBLY LAYOUT PATE OF ILL;. 40 AMDM C-1 CLASS C-I CULSIS sor CHMON ASTV 01929 1040'F 980-F of nl- HY BLADE SOLID fA BY WINDOW BLADE DETAILS FLORIDA BUILDIII CODE(Ron High Velocity Hurricane Zone: 02017 TILTECO.INC. 2017 N METAL SUPPLY, INC, Accordion Shutter System /T1 OE C 0 mc- \ A.S.S.A. KY. BLADE,#1 W/OR W/O KV.WiNCON BLADE Am TILLIT TESTING & ENGINEERING COMPANY I N. Assoclation, Inc. OLD 15-085 37/27/11 ME, 07/27117 _j Pw. (305)871-1530 (305)871-1531 4268 Westroads Drive 2 ES 00001 - 17-107 WALTER 1. _ | ' 4'74 sN _QTES!7ff:gi!0:�7K"7NQ CENTERMATIES: C 1. MAY(.MIRY CONDITION#I",ONE HV LOCK or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12, 2 OF Sri UTTER FOR SPANS UP TO 105'.AND FOR INSTALLArONSe ANY 'T 'T I ELENWRO'IMIiVE LOORClegio,4 MAY I USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR , n n n CENTERMATES W/(2) 1/4-0-20 x 1/2"LONG FLAT HEACITS.S. M.S. LOCATION Of LOCK SHALL BE AS INDICAV.D� _ SHUTTER ELEVATION. 2. PIT 111, IF DESI R FOR SECURITY PURPOSES, UP TO TWO HY @1 LOCKS qT ,0;j,OR _9 7 A MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERM TES 12 1 ORS BE AS INDI LO ON 0 BE AS INDICAT 0 ON TYPICAL SHUTTER ELEVATION. Do-I NO f 'MjrjMnN 1IM2 =10 LY EN M&NPMFrf CONOMON ji OR LIMITED MANWORY CQNOflRQbL �Z= H.V.ift LOCKING RODS, T F6V ARE NOT REQUIRED AT POSITION, BUT MAY 0*A 04 -.21-f-s BE USED tF 12.IS 1=0 TO SHUTTER _R MANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I D �4 11 BE USED AT R ANY SPAN Hil" IIIIIIIII SHALL _, BE U CORNEA ANO#INITALIT�IONIAT ON.-4*44 OUTSIDE OR INSIDE LOCK, Til ATTACHED TO 0 CORNER CENTERMATE Yl/(2) 1/;N-20 . 1/2'LONG FLAT HEAD B.S. M.S.TWO LOCKING RODS CS AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 5.MRqt AITIERNATE TO VMD&MRY CONDITION 81 VALID oNty mg w tm 6-A or FOR ANY SPAN AND Ix/SYMK4 ALTERNATE HV LOCK MAY BE USE INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK a MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT 4 q� OF 1/4*0-2Ox3/4'S.S. THUMBSCREW TO @ OR 4g1N LIEV OF MV LOCK CENTERMATES SHALL BE MADE VI/ 1/4*0-200/4'ALUM. H IS R(VNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. nATIlW-"NOMON 43 FOR KEYSTONE MOUNTING INSTALLATIONS! ONE HV LOCK @ or 21 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO oft".AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK or f`5 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or(g SYMMETRICAL CENTERMATES V11 (2) 1/4'-20 x 1/2"LONG FLAT HEAD&S, SEE END i I U.1 J- I—I I Uq I yu M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6-*W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAIL S ON 0 IF SHEETS 10 18 TVR.FULL *NOTES-ON HY 21- LOCKS AND CENTERMATES: HEIGHTOF CORNER fl AND 1. MANDATOEZ CONDMON it VALID ONLY FOR W-r I OCg QQ . on CE U14AMOD-GTH CENTERMATE ALTERNATE W'T' LOCK 0 ED IN LIEU OF KV LOCKS ,OR FOR ANY SPAN AND ALT MAY BE INSTALL AL7 NATE LOCK 0 AAY BE USED AS AN INSIDE OR OU SIDE LOCK. ATrACHMENT oa &ZTI AT ANY ELEVATION. R'A M 100 OF LOCK 4 INCLUDES USING REINFORCING LOCKER� . AS SHOWN ON SECTION HM SHEET 9,WHICH MUST BE UQ CONNECTED TO CENTERMATEs 0 AND @,W/ 1/4'0-20LONG B.S. THREADED BOLT W/7/a*o x 3132' NVINGNUT 0 4!'O�Llexl*'S.S.M.S. INTO A 1�4'0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 70 •j_j6-@•07 •@ MAXIMU14 AIR30VWE/AIN/D FLOW MIDSPON USE OF TWO LOCKING RODS(@ TOP AND BOTOM IS MANDATORY. (05 @-� 1-1)Dx *NOTES ON HD LOCKS & QEd tj'Eftl 1.IJO UM(34 XV 0 CENTERMATES(Iff 09(3�NZ(321 91NE ALTERNATE NO LOCK(5) MAYBE USED IN LIEU OF W LOCKS"OR'�$FOR ANY SPAN AND INSL43AATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(8 MAY 13C USED TYPICAL nj HV BLADE SHUTTER ELEVATION AS AN INSIDE OR,OUTBID LOCK,ATTACHMENT OF KID LOCK Vt TO 9 IS W/3 PS x 31W Fft S.S.M.&,AND INCLUDES HDC-HNC, N.T.S. REINFORCEMENT INSERT to AS SHOWN ON SECTIONS H09-H AND DC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MMSPAR OR TV MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS 5 COMPLETELY OPTIONAL. occ e Zone: rLORIDA BUILDI CODE(Nn High Wociturri y Hn 02017 EASTERN METAL SUPPLY.INC. 02017 TILTECD.INC. fi BERTHA HV-n, Accordion Shutter System R Eco A.S.S.Aw H.V.BLADE#1 W/OR W/O H.V.WINDOW BARE A stems nv.N. Drscaumall DATE DRAWN BY.- Lc. 4 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-095 07/27/17 DATE. 07127,/17 .10 Am Shutter Sy DRAWN ft L 055 NW,3M.St..St.305.MRCM CAMENS.n=CA Mitt v (305)871-15!0.To.:(30)871-1531 4268 Westmods Drlvo 2 —DRAWING No -'At nwv.*..tc� West Palm Beech, FL 33407 3 ES-OWS719 4 17-107 ZONAL ILORCA Lk_j 44167 WALTER A.TILLIT Jr.P.E. 5 SHEET P.E. �[�tJSIVVMRE/DATE 5 OF 20 RED ONCRETE ANCHORS OR CONCRETE BLOCK -- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE— SHEET 13) REQUIRED CONCRETE ANCHORS iMACHIINE SCREWS.S, CONCRETE REQUIRE"a i EOR ^,{SEE SCHEDULE ON WJ T/4'-20 REQUIRED ' ITS O 12'O,C. ' CONCRETE ANCHORS I 17 1$ EYSTPVE(SEE MOUNTM SON SHnT 7) SHEET 13) {SEE SCHEDULE ON SHEET 13) � ' 1 Min. -- 1@2 DR(14 Iain. 1/4'0-20x3/4'S.S. {, --- EO EO MACHINE SCREWS EO EO "'--' USING 1/4'-20 NUTS 19 O 12"O.C. ( .:I/2.�_-.,. }/2 { O E.n.• .260'A1ox. r----.- 13 0 )5 - - 13 i15250` E.D. .250'Max. May. � OPTIONAL i I 'I - OPTIONAL r i UN.YPRUMI J '- i r ' ' tSREGIA1f ON•3EL1 1 ♦ i MAN.SEPARATION TO GLASS 1 - )"tI AIR an1E iQA'x3 I)OR = 1 EXISTING EXI5DHG ai Skw 10 FOR I I a 1 GLASS--r'"'—(SEE SCHEDULE ON SHEET Tt)' t t GLASSY gApLSmgS eMIN.SEPARATION TO CUSS — XISGNG F (SEE SCHEDULE ON SHEET I1) GULss--;11V WALL HV WALL HEADER INSTALLATION HEAD LA HV WALL HEADER INSTALLATION + KEYSTONE 1 ' UW.SEPARATION TO GLASS 1 EXGLAS ---•— i j i (SEE SCHEDULE ON SHEET i i) ' uN SfyMATM1 OR 131 * I+ I ----�1 f`XGLASS—? i 10 QA55(� � MIN.SEPARATION TO GLASS GLASS i"-t�i M m� I i"(SEE SCHEDULE ON SHEET 1 T} i of SECT 10 FOR p i i I i OPTIONAL BL/LSSOIY T/ t 9 EXISTING u GLASS— OPTIONAL. I I J -- �' 13 OR 15 E.Df :1/2" - 19 E EQ /2 13 OR 1@5+ J 1' 1/4-0-2W/4'S.S. I Min. • w,___ FONCREIE f0 E4 PHILLIPS TRUSS}{E'pD \\\ CONCRETE ANCHORS Tft'o-2Qz3J4'S,S.PHILLIPS MACHINE SCREWS USING —.-;=1.-` ` ( _TRUSS HEAD MACHINE SCREWS L-CONCRETE ANCHORS 1' 1/4'-20 NUTS 6 12"O.C. \ -^(SEE SCHEDULE ON(SEE SCHEDULE ON SHEET 13) . MU1. POURED CONCRETE— SHEET 13) WJ 1/4"-20 NUTS O t2'0.C. PpUflEO CONCR[TEOR CONCRETE BLOCK CONCRETEBLOCK I-- ORS REQUIRED W REOUJREa DM HV WALLSILL INSTALLATION � (SEE SCHEDULE ON �HV }d(pL1 SILL, INSTALLATIQN RED CONCRETE 5HEE7 14) OR CONCRETE BLOCK wnu.REauulEa n BY WALL SILL INSTALLATION U()T�,FOR -Of--S, RI"-�,ATl°N°P° 710N`° �:•/ INSTALLATION QETAILS W/ i-SEE SHEET 4 FOR TYPICAL.SHUTTfF{ FE �•EaGE DISTANCE ♦ SEE UMITAYMNS OF USE FORHV BLAQE ASSEMBLY SPECIFICATIONS 014 SHEET 13) BLADE 00N SHEET 1B 2-MOUNTING SECTIONS-CAN BE COMBINED W ANY WAY TO SUR ANY INSTA,LATJON. 0 - - TIT A"Tl/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone t'!1 �, ,••a`f•�AJ� {/�Y 02017 7147CC0.IKG. CO2017 EASTERN METAL SUPPLY,INC. BERTHA HVIM .4 �w Accordion Shutter System ' E C o N C. .+ ■ . . N.V. BLADE#1 W/OR W/O KV.WINDOW RACE •'Q�i TICCIT TESTING h ENGINEERING COMPANY American Shutter Sysfiems N,N 0(SCRN'DON OATS ORA111J BY, L.C. jO ( 6355 N.W.3W_Sk,s-.305,YIACM GROW.RCPDA 3316 Association, Inc. 1 OLD 15-486 7/27/1 DAY& 47/27/17 7-+.r „• ` Pnma:(305)$71-1530,ro•:(305)471-1531 4268 tiYestropds privy 2 DRAWING No S�DNAL�`�1+''1 `m 41a5e7t9.awn West Palm Beach, FL 33407 3 17-107 >J��iixxiiYAlxY•+•1 WALTER A.TILLIT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE noRwA Lk t+<Tsi 5 SHEET s $ OF 20 I --- - POURED =CONCRETE ANCHORS - ; %ar,sEPARiTgN t CONCRETE C`—(SEE SCHEDULE ON SHEET 13) ifa�sa 5[E r1 r 0 R + EXISTING 1 + m REQUIRED tt F SAND GLASS .I'SSECnOtatta � r - EDGE OF ygET la FDR I Uh.WAR— ) 3 �;,. E D• J am MPu IF EX 5 f e1AD15(DaQA `. I aisafij /'tr 9 S ALTERNATE �EO r EQ I ANCHOR r i t o r t EXISTING , I" r I ,.�' f' LOCATION 1 I #10X3/4'HEX 1YASHER NERD 3/6 ea+L TEN SCREWS o 12`Q.C. w I o 3/6 $ DOE ua. CONCRETE ANCHORS OF #I 1 (F!_ 7 {S££SCHEDULE ON SHEET 13) 1 . - £q t fp' y APPLICABLE 06 ' �., EXISTING I I' i i EDGE QF--+. r r i'#- I I, SLAB IF I •---:G D j APPLICABLE t GLASS i APPUDCA9 E r.I� 1J2 T SERE tr I wt APPL#CA&E Ep POUREp FIAT HEAD CONCRETE ANCHORS 10 aAss tLEE E.D.4i CONCRETE -.{ 1 SHOT POURED " �: COT RE (SEE SCHEDULE ON SHEET 14) -;�' R UIReo R£gwRm t O CONCRETE FLAT HERO CONCRETE ANCHORS OR MR to(DA 1 - i REQUIRED E.D,• E.O," (SEE SCHEDULE ON SHEET 14) 1 1 TENCH INSTALLATION QAUD ONLY FOR UP TO +70, -75 PSF A„S.D. HV FLOOR INSTALLATION NV WALK—OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER 0 WV CEi�„(rIG INST LLATION t SCHEDULE j3, SHEET 11 IX5T4#G # } ,xEPm+TKxe A CONCRETE ANCHORS C --+ 1 S40ASS 15 SCHEDULE 0-47 N Ilre RW[aala4c rMCGx w/ �'"'uT I') � EXISTING SHEET iS) i Am ED zMR I G I EXISTING,.,,� EXISTING Ua,SaARAMlN fa'I <t ��__��/:� Cw -r-•------ IEc#a101.06r OR I/�W PO4M I 1/4' GLASS �(sa-O'AE C.51f) -�--- I T iAS1 3/4 TMFiR4 D C ill' Ir MAX. WA SRYtR+T10+i SD i SERS TEFL ExB RX"f a/ &1i i i �o7t�` rn •'1 ' 0E,,FOR UP TO 6'-D'SPAN AND 4'O.C.FOR SPAS,LMOER TiM 'I r' 1/4- r r S-O'UP TO 8'-O•UAX. FIAAX. / ) 1E4.AI1 AT"RY FMIUIER 1470 �-i•5' '� sa'E7'1i FOft UMiAMS 3 '1Qr3t4'HEX F..,Os I � �#Nx. WASHER HEAD . $ CONCRETE � wit, #' TER SCREWS LL � CUtff.SOU.A+i �0 12'O.C. /1Li 4X3/4` HEX r#EAn � ✓V 1JJ �Lwu 1 sfa : #' ; TIE SCREWS 0 9'O.C. - -- 14X3 4`S.DS. I I,.' i S I I• f tl4'o»aD:3/4•S5 TS t RETE ANCHORS ((// -- 6 7 / --- S i 1N• inure t/4•a.ao Nure DR 1/4'a-20 B.S.N.S. ; (SEE SCHEDULE ON �n I' • �•0---- 1!x ta•o.G W/NUT09'O.C. OB'O'E,' Ma%. SHEET t4} f f E%ISmn NON STRUCTURAL —'P�------ " 17 aR 1$ 1/2 l Y 1. A 17 R 18 2,Go'MIN. ww rn u roEcoaamz I EDGE OF j' \ - E.D. SILL) # -r 1 i .'i \ P14X3/4'F.M.$.D.S. MIN. _pR�GaICREIC .1 7/e' f APPLICABLE —�. CONCRETE pNt3#ORS '"SEE NOTE 13{N) I `-SEESNOTE i3o ;' "`•'- REaUrRN POURED CONCR '(SEE SCHEDULE ON ON SHEET i {) POURED CONCRETE 6N SHEET 1 '• D" -=-----j=— REQUIREDRE7E QCK SHEET 14) OR Cfl#iCRET£BLOCK PTIREQUIRED ©KEYSTONE MOUNTING INSTALLATION ONAt POURED CONCRETE Q O S Q HV WALL WALK—OVER INNSSTALLATiON UAXNUU A.S.D.DESXDI PRESSURE,.64.-72 Pet REQUIRED UA M 511VI ER SPM Ir-D- INGUARD INS L O t WIL. ' E.0.=EQGF D;STANCE REtd INSTALLATION SNEN PERFORMED ADJACE14T TO All OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAJ.SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE1A ON SHEET 19 INSTALLATION DETAILS WIj HV BLADE__ __ -ASSEMBLY _ - - IN ANY WAY T SUIT NS-CAN BE.COMBINED ..,"I ll tt A y, G. i FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, IN ANY WAY TO 5U17 ANY INSTALLATION. {�t9. J ti11 ............ �'.. 02017 TtLTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA H TM 0. y A.!S■ ■A Accordion Shutter System a* ' 1 i�. EI cc e N a. A.S.S.A. H v ,LADE T w/OR w/0 Ku tititrn()wetAOE ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly.x DCSCRIPRDN DATE DRAWN en L.D. C? �1 FF,, C i' Association, In T OLD 15-OSS 7/27/1 DATE, 07/27/17 .IC•', OP ASt 6159 N.W.36th.S�,Sta 303,WOW^GARDENS.i10RM 3516[ .......... # Paona:(3Ds)871-15 0,roX:(3Ds)sr1-1531 4268 Westroads Drive a DRAWING No �AL T#+ e ..;1!141"O.W.Com West POIm Beach, FL 33407ED- s ,� AL..•r•t rl WALTER A.T�ILMT11.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE naRDA L7 4+187 5 SHEET a 7 OF 20 SEE END WALL CON QTI N OEM ETS 10 & 18 HV EXISTING GLASS INSTALLATIONS WZ(1 HV AN NOTES U W LOCK RODS 3�}, ErLOCt3 a, D I AND E$LAC 4FE FIV LOCK 15 AU SHEET 5. OUT � I fi:,ADE SLACK nEi'NL HVF IS VAUn FOR A,1 BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED .0.0 (2k OR SEE ENO WALL CONNECTION 10• @• }3 a0•0 ce FEXISTING GLASS DETAILS ON SHE�jS 10 & 19 iQ• •Q .o.@-, __� ___ ___ _ _________ _- �`o�c ��o`� _ _ � _________ ___________ - � 2-r2'>tt/B10'-2 ' ®•Om�•pate.(�5 3 1/4- 7- 61/2- 7` (6063-T6 ALLOY)ALUM. - ! METRY A AHcl£vJ/( 1/4 o rAPcoN - ANCHORs Tn CooNCREFE ! CEN RMATES (TOP/OOTTOM dr , /10x,3/4-S.M.S.O 12' --� C''E�TE�ii�l�-�'-r MI ARATION (4)/10.1/2's.u.s.to TUBE t o.c.FULL tENclrT. Wf HV LACK 4 5 W/ HV LOCK �or 22 To S A7 EACH ANGLE(SVP) SEE SCH£ ON SHEEP It 5 35 FIN-] I ` 0W L2 HVB OUT @ �-� (Q»a�ard•p�(ap�lo•p� °" (3, HVc gyp•®6Ra.�a��.Q HVA o o D 1 Ot aR 4 H 1{}•,3 r POURS ONCRLIE OR EXISTING GLASS ©"�] tQa •�•L�wI 10+ 15oRQ• 0� a --- EOU EQEBtOCK1vALL EXISTING ��c `@�®•o� SY-.__�-_-- __ N --�,o 064�..a;®� - �--- \Vy MIN,SEPARATION f GLA ss tom.@-@-@-@,@ (IEXiSrtN CENTERMATES —L!. —.6 ® @C,@@.@.@ry 10 GLASS 5 _� GLASS 1 * � (SEE SCHEDULE t y 0 NTER10R) $�• i�S Or�' 1 S• ON SHEET 11) i MIN. GLASSTION —— m - (SEE SCHEDULE 1 OPTIONAL f ON SHEET 11) (INTERIOR) , n ------ ...-. _...-_ ----- Ak .`--_ NCRETE ANCHORS O I 3 VARIES ca 3�� L SO' , * °• i--{)'G (')'� [OUT] s 1/2-MAX.SLACK 9 (EXTERIOR) HVE Gt HVF** _ OUT. -- - - HVD II gV.%A- rigFLORIDA BUILDING CODE(lion High Velocity Hurricane Zane; -�. ®2017 EASTERN METAL SUPPLY,INC, 42017 TILTECO,INC,a�•1t •' ��G�Ng� ..✓� - BER MA RV, •.� ,�: Accordion Shutter SystemL1TECO >a�. u BI.AOE#1 w/OR W/O RV.x1NDt7,Y MADE �r/+? i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESCPoPTIOH oArE oRA„N 6Y: L.C. 4 Association, Inc. T OLD 15-085 7127h -M- 07/27/V " % 4ti 6355 rt.w.38th.St..St..DM.'AftG4:U GUitiEiJ'u.itORCli Data Phone;(JO6)671-1530,FO><:(]05)671-1631 4268 Westroads Drive 2 DRAWING Na j NA4 E \�',1 a-m E�t 1��OtO.cam West POIm Beach, FL 33407 3 -w'�< .st ttti �r ' KALTER A.TICCIT Jr.F.E 4 17-107 P.E.^SEAL SIGNATURE/DATE FtaRnA Ldc. 44167 a SHEET OF 20 ALTERNATE- INSTALLATION WZHV "T" LOCK IS& HV ALE.(FEMALE "T" LOCKS CENTERMATF.S g8 -, al� LOCKERS (2b Wz In HV BLADE SEE END CONNECTION REEMLS QN S14EUS 10 A 16 INSTALLATION J) HV BLADE FOU7 W/ HD CENTERMATES AS WELL AS NUtSAL FLOATING BLADE 0 0 In-ulto ON-M S"Ca.�y ez UM WV—t"3—lkLn--Aru I'My"YON DENU4"$Mao$]FA THS SME17. SEE END WALL CONNECTION DETAILS nN SHEETS to At 18 -——————————————————————————————————————————————---———— -—————————————— TOO 1 • .5, 12• a.. Flu NCM (4)N.V. IN viiA AT EACH Mac(TV) V "T" POTS(TYP.) Pots(Tym.) 0 TOOL,% - I'Ll wolr"CS, AT Mw"Ah F—IN-1 IgH SO-1 LOCK (INSIDE) 1r 7 7 1 1 "a' I 2q L �11-111--- 5 1 28 - it— N @OR 2 301 OR 32 FOUT] 2 IW�4" 0-20 x 1 10" S.S.M,S. (OPT0043 HDC-HVC EE NOTE 6 FOR KV 1- 0 7/8"0 x 3/32 WINGNUT. (op onxi)HDR-HYS FOUT] -r LOM ON SHEET, �- ,",��7, 1 SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE) I 'AL-H 0 SENTER MXTE S MM? W/ G* LOCK (EXTERIOR) W/ 6�O LOCK (INTERIOR) t (2024-T3 ALLOY)LARGE FLANGE D0 SHEET NUTSCRI.PART#0810. AS L"IXACTUM By AV=CHERRY wXOML,PARSIM04y,NEW JERSEY -0- 07054 08 EQUAL- — R moa MS to 0)ttt�On 3 Lo r-O MAIL0 WA.hOG- a OENIVuTES OFUCAMS WIN ELADCO HDD-HVD FLOATING STACK V FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone,' ............... 02017 TILTECO.INC. 02017 EASTERN META-SUPPLY,INC. BERTHA Shute TM Accordion Shutter System -�i L�Ec o�,N c A.S.&A. RV. BIAX#1 W/OR W10 H.V.NANDON RAE TILUT American Shutter Systems REV.Th DESCRIPTIC14 DATE MAN RY: L.C. TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27111 DATE, 07/27/17 opi 6355"lwl 369,St..Ste,SO$.VIRCUM 0AMUIS,PLOMA 3316l 4268 Westroods Drive 2 . ........ Ph— (30S)VI-TSIO.re.:(305)671-1531 West Palm Beach. Fl. 33407 DRAWING No ...... WALTER A,TIWT".P.C. A 17-107 MORDA Ltl-0 44167 a SHEET P.E. SEAL/SIGNATURE/DATE 9 OF 20 CONCRETEURED CONCRETE - -- -- OUR€D CONCRETE -` ----- --^'_ - POURED POURED CONCRETE DR d / OR CONCRETE OR CONCRETE OR CONCRETE CONCRED BLOCK WALL �/ BLOCK WALL REQUIRED BLOCK WALL REQUIRED C- j BLOCK WALL REQUIRED REQUIEXISTING CUSS '' /—EXISTING GLASS �, f ['CONCRETE ANCHOR —EXISTING GLASS �_ �, � •L —�—� � r' — 2'TAN, EXISTING GLASS ` _ _ Jj ..K—.. -f) MN.5EPAW.TTCfiT -" 7" "d-f!l ' ^•=-2`MIN.-" TO GLASS(SEE _ T - T •moi TS'� F IAIi.SEPARATION } + SCHEDULE ON SHEET ~f TO LASSSEPAKki EOEQ ' TO CII.SS(SEE It FCR mo QAM1 SQ%OLt.E �3 1174 CAM(SEE SCHEDUE at SHEET 1/16'x3-MAX GN&'i£ET is rflR ANO SCFE a1 SHEET 11 FCR BLADE(DAND (6063- NT, m& ON g1 T ig I1 FOR BLADE(DAM (LOCATE AT ON SI W 10 FOR M. 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(LOCATE AT _, I SEE DETAILON X F jOR�\ � rt SLOE CONNECTI N � EITHER SIDE OF(g7) (DOR t OR SEE DETAIL X FORD OR TO TRAC ' SIDE CONNECTION ?w�e w©'.�w 80a 10•�w SEE DETAIL% FO ,1� SIDE CONNECTION O10`"©'Ow®�10•®« w w 6• 7 w 6 Id•Qw TO TRACKS y w 6.A 7�w-,f 6'�, t .�« fO•®'��'�Q'4.N°' TO TRACKS io•�«�•Q3«�•�« IO•f®�w�(®�.•�/'y©�' w L. 1 ®«f©.�'V/,:nryJ'��}'�,.J'� ®y•(�7,•©1 6 ®'O•YJ«®'O' « ®'Or•tJaV'K!'�« lJ'�«V'N.:/«®•�l/w $�.f(ll�y«1�•,(®;,UyAy�..,�^�«.-�'�y - ®,•_y �y®w!1•!�w ®,®w.A'�,®w/Gy.,(a,« ... �«^ �w.... ,.�w�� u.vY�`«�riCJwvV''�Y,�%wc.l'� Q'�w®ETAI �wQ TAIL w� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 �+ID CONNECTION DETAIL t!1 END CONNECTION-DETAIL Q i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- i-P ONCRETE OR EXISTING /—EXISTING CLASS CONREQUIRED BLOCK YtALL � GLASS MIL sFPARAnaI #Tox 1/z"S.M.S.S-M.S" �� '� ----'----'--' --- - -- —•`. TO GLASS(SEE fl 16`O:C. APAtyat EETV y —---___-..'�'' � 1f F a1©AW CONCRETE 1/2`MIN, TSOT£DtAI`CN /� jfJ( _._- !� r �OR®OR�OR ON SHEET I ANCHOR fl ` It FOR BLADE(LAND / �„- - _ OR@OR(90R@ CONCRETE BIA:r"S�' �' 12` I ON SHEET 19 FOR d ��- -_-_ ANCHOR EO ti..! ( SDES & OR O O C.�---- 1/2`MIN- ��•'rr _�LAW, _ _ 1('�� (��} ---- ED @OR$)OR\'.!•OR i' 2"MIM. _ 7 2"WIN..- —_ f ♦ SEE UTA ARON5 DF USE FOR —•— BLADE'8ON SHEET 19 @OR@oR(9OR@OR� VIEW j 5 (OR PLAN L-POURED CONCRETE QR ETAIL ' OR �' w®«©'0« w,:,•� �w®•pw®«,o•Q3�w ENDINSTALLATION tiQ tt T ro��w�'Q� ©mow .� CONCRETE BLOCK WALL CCI.-oJJ'®w�.�w .mow �•,,�- �} O O•�w �V BLADE OR WINDOW BLADE INTO REQUIRED O6 T «6 �•t��.�wa- 6. « CONCRETE OR CONCRETE BLOCK WALL. END- CONNEG[ION DETAIL Q ne•®wp.p« .Os«p;' , !, ECTION E 6 Q 1' G Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1LQ'• '! 02017 11LTE0 rB 2017 EASTERN METAL SUPPLY.INC. BERH TM A.S.S.A. y ' TL E C _ Accordion Shutters stern KV. BLADE#t W/OR w/o KV WNM BLADE -a: ( American Shutter Systems't TILUT TESTING & ENGINEERING COMPANY REV.N otscRNPnoH pA1C GRAM)Dr.' LC. C3,T.•.,r4j ,, Tt,�'1y\ e]ss N,1t.]6th.s1,sT..]a].afroxu cAR00+],agaro.A]sta Association, Inc. i OLD 15-085 7/27/1 DATE: 07/27/17 •"' ''�- T'1 Pnaoe:(]051671-IS]0.Fox:W65)971-15]T 4268 Westroads .Drive 2DRAWING No Sj�NAt�� ITT11 0-.6h t4t. E9-6606710 Dom West Palm Beach, FL 33407 ] 17-107 7_1 07 !!"!I!!!/t ax�Itl WALTER A TIL Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE F'"T d 41167 S SitEET 6 10 OF 20 ` —"SCHEDULE#t SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPA "L+` OR "L-" MAXIMUM SHUTTER SPAN* 'L+" mAximuki SHUTTER SPAN*"L+" INSTALLATION LEGEND—'� * NOTES; (it.). FOR INSTALLATIONS W/ 6L OR "L—' (ft.) FOR R -L—" (ft.) INSTALLATIONS EENTERMATES & @ or i or INSTALLATIONS W/ W SYMMETRIC L C[ CONCRETE & yt ONE H.V. LOCK �5�, or or or 44000 (i) L+: htAXtMUht ALLOWABLE SPAN FOR A GIVEN / `� 0 �Ei'tiEB W/ ONEHV LOCKS MANSORY POSITIVE A.S,D.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE NV LOCK ar 6 or® R W 14O LOCKING A.S I. D IGNALLOWABLEPRESS SPAN FOR A GNEti NEGATIVE CENTERMA 2$ 29 Wj ONE W/ NO LOCKING RODS / WALL A B. C, 0, E. M, N, . P, 0. AS.O. DESIGN PRESSURE RATMG. PODO' MOUNTING F. K & L R. S. & V. I-/0"T' LOCK 30 W/TWO LO®NG (SEE NOTES t,tf) (VALID FOR M0UNTING0 (2)PROCEDURE TO DETERMINE MA%9JUM SPAN FOR RODS 35 AIME GG& BOTTOM EE CONCRETE&WOOD SHEET 7) FLOOR/CEILING G. H. 1, 11. J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: LONA &1= INSTALLATIONS 0 CONCRETE MOUNTING & to wmuu ui56� IN "` GIVEN A POSITIVE A.S,D. DESIGN PRESSURE RATING. AS,D,DEVON ASO.OESUI ASD.DDOCN RtSTALtAT10N5 WALL MOUNTING FLOOR CEIUNa PRESSURE WALL MOUN71NS, PRESSOR[ DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. P tm NouNTINC +� D & airn+D t'IaORlCEI oR MaUralxc GIVEN A NEGATIVE AS.D. DESIGN PRESSURE`RATING, f,n1 twR FLOOR/CEILING MOUNIING fP.aLI (�OR_) I+OR-) Ir OR-) FLOOR ALL UOU14TND DETERMINE MAXIMUM SPAN 1 FROM SCHEDULE. L 4 (D) L- 9) L t (4) 1-[R) L t L-(D) L 4 (R) 1-{t� 0 MAXIMUM SHUTTER sPAN •L+-OR "L-'FOR INSTALLATIONS INTO WOOD SHALL BE UMfTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16•-0' 16•-o` 16•-0" 16-0' 30 16'-0' 16'-0' 30 16'-0" 16'-0' 105 ps1,A.S.D. DESIGN PRESSURE RATING.. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 35 14'-10' 14'-10' 15'-2' 16•-O" 35 14'-10' 14'-t0" 35 15'-2' I6'-10' 40 13'-10' 13'-10' 14'-2` 15'-2' 40 13'-10' 13-10' 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 -TY---,—' -T37,—' 13'-4' 14'-3' 45 13'-1` 13'-1" 45 13'-4' 14'-3' t HV CORNER CENTERMATE 93 MAY BE USED AT ALL COMBINATIONS IN BE7111EEN WALL MOUNTINGS 50 12'-5` 12'-5" 12'-8' 13•-7• 50 12'-5' 12•-5" 50 12'-3' 13'-11 MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS; 55 11'-IO' 11'-10' 12'-1' 12'-i 1' 55 11•-10' I1'-10' 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 U'-4' it'-4' 11'-7• 12'-4- 60 1V-4-4' 11'-4' 60 f0'-2• IV-i i" NOTE J5,SHEET 5. RATING: 65 IO'-10' 10'-10- 1V-I' 11'-U' 65 10'-I0• IV-10" 65 9'-5' 10'-1' DETERMINE: L 70 10'-6" 10'-6• IO'-.9" 11'-5' 70 10'-6` 101-6' 70 8'-9' 9-4' Lt+-2MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. MAX..SPAN FOR FLOOR/CEILING MOUNTING 75- TO'-1' -10'-1r- 10'-4-• -1.V-1' -75 10'-1' IO'-1' 75 8`-9' ttFXCEPT THAT MAXIMUM S'MTER INSTALLATIONS. - 80 9'-10' 4_10 10'-0' 101-9' 80 91-10' V-10" SPAN'L+'OR"L-'N40 MAXIMUM A.S.D.OESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9` 101-51 85 9'-6' W-6• PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: OR CONCRETE BLOCK SHAD.BE UMADED AS FOLLOVS: 90 9'-3• 9'-3` 9`-5' t0'-t' 90 9'-3` 9'-3" DETERMINE: 95 9'^O' 8'-9 9'-2' 9'-10' 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9' 8'-4' 9•-0` 9`-T 100 V-9' 8'-4' MOUNTIITED G +84,-72 ps f.7.AND 8'-0' SPAN, SEE L1-= MAX.ISPAN FOR FLOOR/CEILING MOUNTING tooMOUNTING Q ON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11• 8'-9' 9'-4' 105 W-7' 7'-I I" 110 6'-4' 7'-7' 8'-7'- W-2' 110 W-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE Il" _"�_ ?=�" SEPARATION TO GLASS SCHEDULE MINIMUM BE VIEEN ".t+•. 'L.1+-, •L,-•AND L2-. 120 B'-0' 6'-I1' 8'-2' 8'-9' 120 8'-0 6'-11" GO TO - 8'- ' 6'- " -- °-•t0 `E•-0 (ALLOWABLE SPANOANDCHEDULE NEGATIVEtYAL AS.D ttp IGNAX7MUM 130 7'-8" 6'-5' T-10' 8'-I" 130 MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 5'-2` 7'-9- 7'-9' i35 7'-7• V-2' WIND ZONE SPACING. 140 7-5" 5'-11' 7'-7• 7'-6• 1407-5• 5'-11" ASTM E-1996 SEPARATION 145 7'-3` 5'-9' 7'-5• 7'-3' 145 7'-3' S'-9' TO GLASS 150 7'-2` 9-7- 7'-4' V-11' l50 7'-2` W-7• 155 7-0" 5'-5` 7'-2" 6`-9" 155 T-0' 5•-S` 1 THRU 3 160 6'-11' 5'-2" 7-4" W-7" 160 W-11' V-2" 165 6'-10` S'-I" 7-0' 6'-4' 165 6'-10' V-1' 170 6•-9` a'-11' B'-ti' 6•-2' 170 W-9• 4'-11• 175 6'-7- 4'-9' 6'-9` 6'-0' 175 V-7• 4'-9` 180 6'-6- 4'-8' 6-8' V-10" 180 61-6' 4'-e" N V B LA D E 185 W-5' 4'-6' 6'-7' S'-8` 185 6•-5' 4'-6' 190 6'-4' 4'-5' b'-6' 190 6•-4- 4'-5 195 W-3' 4'-3" 6'-5' S'---5` 195 6'-3' �4'-2 b'-2' 4-2' 6-4` 5'-3` 200 6'-2`205 6'^t' 4-1 6-3 5-1 205 6-iIr'.E_ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone i •••• 42017 MIECO.INC. 02017 EASTERN METAL SUPPLY,INC. sF'".`'�' .�,_ BERTHA VITA A A .Accordion Shutter System ' y��? FM ECO x . ■ ■ ■ KV. BADE#1 W/OR W/()KV.WNDCFN MADE -O'.,• *QIQT�} TILUT TESTING & ENGINEERING COMPANY American Shutter SYSlBmS Cy,N DESCRIPTION OAT[ 131uxT+BY.M.�V, L.c. !- Q �� Assoclotion, no. t OLD 15-085 7127t1DATE, 07127!17 Oar 4 635s R.w,35th.si.,V.,Sas.t1RMNIA OmRwe.FUDROA 331 Phan.:(305)671-1530.FO4:(3135)671-153t 4268 Westroads Drive 2 : r1t'1 .......i 5 a-moD lalscooaw.eem West Polm Seoch, FL 33407 3 DRAWING No Vil CS�' C8-0806719 17-107 ,�' WALTER A,TILUT Jr.PX 4 ONAL ILOROA Uc.!44167 5 SHEET RE,ISbzL/SiG�f IURE/DATE 6 11 OF 20 II . Yl 4 I �GHQR` Cp/l.�i0,� S.HDI FOR"A GNEN f»Ax. Sy�rtTFR'}PAN. -- A D D �r NErATTA� pT��fiCtIRF RATING ANDA CORRESPONDING idOUNTTNC TYPF FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE Sett uodemrNSs A,B,--V 7BNo aN SfIEET a POURED CONCR OONCRETE BLOCK TAPCON OR A WNL HE MOUNTING (A)WALL HEAD MOUNTING W�HEADER MOUNTING 0 WALL SILL IINTING 0 WNL SILL OUNRNG G d: WALL HEADER/SIU. TAPCOH WITH ADVANCED WA)UM ®N W/ W/ W MOUNtINc THREADFORM TECHNOLOGY 0 A90,OEStGGI NTG1il8.'PAFISURE RM7.0 ASA.0L90+KUTNE PtS�K RATING ASD,DZM REBotYE E RAIRNO ASC.OES�ON dLG1@E Y M174 ASR DF9dN KWAIT.E ftp RA m ASA om wa me i E Rum ALL POINTS SOt1D-SET 30146160 75 90 220 Sao 205 Sit 40 a0 75 90 120 160 205 30 4a 60 75 90 i20 260 Zt15 30 40 aD 731901t:2011601205 30140 60175120 128 160 205 30 40 60 75 90.124 160 205 BLUE TAP fa 12 10 9 a 0 B 6 IS 1!2 itl 8 8 e a 14 12 10 9 a 8 6 6 14 12 10 9 8 a B - 11 12 10 9 8 a 6 5S 8 8 8 B a a 7 53 3'-0- 14 12 10 9 8 e 8 a ti 12 to 9 8 8 6 5 14 12. 10 9 8 8 6 8 11 i2 10 8 6 a 8 8 14 t2 10 9 a a 8 a 0 a B. a a a a a TAPPER+ OR t� 12 f0 9 8 8 6 S 14 12 10 9 @ 8 6 8 14 12 f0 9 8 B B 6 14 12 10 9 8 8 6 J 14 12 10 0 9 B a 6 6 e a a a a a 6.5 i4 !2 10 9 8 8 8 a 14 t2 10 9 8 8 6 8 14 12 itl 9 a 8 0 8 14 12 10 9 6 H 8 - 14 12 10 9 8 a a 6 a a 8 8 H 8 8 7 T*- 12 10 9 0 8 6 4. 14 12 10 9 a 8 5 a 14 12 f0 9 8 B 6 B 14 22 10 9 @ 7 - - 14 12 IO 9 H 7 S.5 - a a H 8 H 7 5,3 4 4'-0- L4 12 .lo 9 a fi 8 4 Ia 12 f0 9 H 8 6 6 14 t2 10 9 6 8 6 6 14 12 10 .0 8 B 5.5 - 14 42 10 9 8 8 8 5 9 8 @ 8 8 8 H 8 14 12 10 9 6 0 4,5 - 14 12 10 9 a s 0 4 fs 12 IO 9 8 d 6 6 is 22 10 9 8 8 - ^ t<i2 20 8 8 8 8 - 0 8 H 8 d e eS S H 12 10 9 e d 8 a la 12 14 9 8 8 0 6 14 12 10 9 H A B 6 14 12 YO 9 a 8 - t4 12 10 B 8 a e - 8 8 8 H 8 B 7 SS 1y 12 10 9 8 8 4S - to 12 10 0 8 8 8 3S i# t2 L 9 8 0 8 6 14 12 14 9 7.5 - - 14 12 to 9 73 5,5 - 0 8 8 8 AS 3.5 4 3 * SEE ANCHOR 5'-0° 14 Ix 10 9 e a 43 - 1{ t2 Lo 9 8 0 6 -3.5 14 12 f0 0 B e 0 6 !4 12 to 9 a 7 - - 14 Y2 10 9 8 8 B = a a @ a 8 a a a SPECIFICATIONS 14 12 10 9 0 9S - - 14 !2 10 9 @ e ♦,5 - fa 12 10 9 a a 6 5 14 12 to 9 8 3 - - 14 12 t0 9 $ J - $ 8 a B 8 7 5 4 14 12 10 9 B a 4 - f4 12 10 9 8 a 6 3.5 14 tt 10 9' e 8 5 6 14 12 10 9 B - 14 12 t0 9 8 7.3 - - 8 B B a H 7.5 SS 4 ON SHEET 13 14 12 10 9 e 5.5 S - 14 12 10 9 8 5 - 14 12 10 9 8 8 6 6 14 12 03 7.5 4 - - 14 12 0.5 7.5 9:5 - S 8 8 7.5 8.6 4.5 3.5 - 6'-0" t4 12 10 9 8 5.5 - - ti 22 t0 9 8 8 4. - ti 12 !p 9 a e 6 8 to t2 t0 9 8. 4 - t4 iR 10 9 B - 8 8 8 8 8 8 8 7.5 t! 12 10 0 B 3 - f, 12 to 9 e - H Y2 10 9 H 8 S.5 3.5 14 12 10 9 ♦.S - - 14 12 YO 9 7 - - e 8 B d 75 5.5 ♦ ] TZ- t2 10 9 a S - 14 12 10 9 8 0 4 - 14 12 t0 0 S 8 6 5S 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 8 8 8 6 8 6 45 - 14 12 10 9 ±4 - _ - 14 !2 10 9 8 g.5 3 - 14 12 t0 9 a a a - 14 2 S 4.5 - - - 14 12 8 5.5 515 - - a a g 6.5 5.5 4 ] 7'-0- 14 12 t0 9 - 14 12 to 0 8 6.S 3 14 1x f0 9 B 8 G - /t !2 t0 8 e - - f{ f2 !0 0 8 7 - $ 8 $ a 8 8 74 6 14 12 10 8 - /4 12 10 9 8 4 - - i4 12 TO 9 8 J 4 - it 1T YO 5,5 - - - - 14 12 10 g 83 - - H e a a 6S 514 t2 10 9 - - 14 12 10 0 8 6 - - 14 t2 10 9 B 8 B - 14 .f2 10 6 - - - - 14 tx 10 9,5 7 - a 8 8 g J 5 4 14 12 10 9 SS 3 - - 14 12 io 0 8 4.5 - - 14 12 10 9 8 8 - - 14. ii 7 - - - - 14 it 7 5.5 3.S - - - a 8 7 35 45 3.5 - B,-O. 14 t2- 10 9_ 55 a t 14 12 IO 9 B 4.5 - 14 12 10 9 a a - - 14 12 10 7 4 = 14 12 10. 9 a- 3 = 8 a e 0 $- 7.5 7 4 *SEC U131 ATIONS OF USE FOR 14 12 t0 5.5 3 - - 14 12 10 9 8 - 14 t2 10 9 8 5S - - t4 t2 8S 3 - !4 12 fi.S 7 + 8 8 8 7 55 4 "S OlAOE IA ON SHEET 19 t4 12 10 9 5 - 14 12 10 9 8 , 14 12 t0 9 6 B - ti 12 9.5 - - - 14 t2 B.5 7.5 4.5 - - 8 8 8 73 6 4,5 - 14 12 l0 65 4.5 - - - f4- Ix 16 9 7.5 - - la 12 10 9 8 - - 13 9.5 4 - - - - 13 9.5 6.5 5 - - e a 6.5 3 4 3 - - t4 A2 TO a.5 4 - 14 12 10 4 7.5 - - i4 12 10 9 B - - - 14 12 10 5 - - - t4 12 10 9 56 - - - a a e a 8 6.5 6 J 14 12 &5 1 - Is 12 10 9 ♦.S - - - t4 !2 10 9 7.5 - - 14 11.3 4.5 - - - - - 14 i1.5 7.S 6 - - 6 8 7a 6 5 4 - 14 12 10 6 4 - 14 t2 to 9 7 - 14 12 10 0 B - - t{ !2 s - - - - - t4 12 a 8.5 - - E 8 8 es SS , - N 12 9.5 S 3.5 - - 14 12 10 9 54 - - 14 12 10 9 a - - 11.5 85 - - - - - 11.5 8.5 5.5 - - - - - e B 5.5 ♦S 33 - - - 10,-0� 14 12 95 5 3.5 - - 14 12 to 9 5.5 - - - 14 12 10 9 8 - - - 14 12 7 - - - - - 14 12 10 7.5 5 - - a .g a 8 6 7.5 4.5 - 14 12 5.5 3 - W.f2 10 6 3 - - - 14 12 10 9 B - - I4 10.5 S - - - 14 10.5 7 3 - - 8 8 7 5.5 49 3.S N 12 B 4.5 3 14 12 fo '0 5 - - - f4 12 10 9 8 - 14 11 - - - - - 14 tf 7.5 - - - e 8 JS - f4 12-7 - - - - - 14 12 SO - - - L4 12 10 - - - - OS a - - - - - 10.5 a 5 - - - - - a 6 5 4 3.5. - - Ti'-0� 14 12 7 - - - - 14 12 10 - - 14 12 10 - - - - 14 f2 5 - - li f2 10 - - B 9 a _B H 7 3.5 - !4 12 4 - i4 i2 t0 - - - - li 12 10 - - - - - 12.5 9S - - - - 12.5 4S 6 - - 8 &6" { 3 14 12 65 - - - - - 14 12 10 - - - 14 12 IO - - - - - 13.5 10 - - - - - - 14 10 7 - - - - B B 7 5.5 45 - 14 12 5.3 - - - 14 12 f0 - - - - 14 12 10 - - - - - 9.5 7 - - - - 9.5 7 JS - - - 8 7 45 35 3 - - - 12,-0, i4 f2 5.5 - - - 14 12 10 - - - - 14 12 10 - - - - - 14 12 4 - - - - It 12 iD - - @ 0 B a B a T4- 74-3 - - - f4 Y2 8 - - - N 12 t0 - - - - t.$6.5 - - - - 11S 6,5 4 - - -- - e 8 S.5 13 4 - - ti 12 5 - - - - ti t2 10 - - - - it 12 10 - - - - 2.5 93 - - - - - 13.9 8.6 4.5 - _ _ _ - a B a 5 a - - HV BLADE OR C1 WV BLADE H t2 - _ _ - _ fa 12. - - - - 14 12 - - - - 9 4.5 - - - - - 9 6.5 - - - - 8 64 45 3.5 J - - 13,-0' 14 12 _ - 44 12 - _ - - t4 t2 - _ _ _ - t'4 12 - - _ _ - t!12 - _ - - - - 8' a a 8 . FS _ - W/ �11 WV WINDOW BLADE tf 1 - 14 12 - - 74 /2 - - 103 5S - OS 8 - a 9 5 4 3.5 - �Io 14 12 -- - - - L412 _ _ _ _ _ _ 14 12 - _ _ _ _ 11.5 a - - - - - 11.5 8.5 - - - - - 8 8 .5 4.5 - - - 14 !2 - - - - 1412 - - - - - 1412 - - - - a 3 - - - - - a _ - - - 864 - - - - WORKING IN UNISON 14 72 - - - 14 12 - - - - - - I{ 0 - - - - - t! 12 - - - a B 0 e 7.3 1 - - !4'�-0� !4 7 _ _ _ - - _ 14 12 - _ _ _ !4 12 - _ _ - - _ to 4 - _ _ _ t0 7.5 - - _ _ _ 8 75 5 4 3 _ _ - lI IIS - _ _ - - 1! !2 - - - - - - l4 12 - - - - 10.5 4 - - _ _ _ TOS B _ _ _ _ _ _ B a 5 4 _ _ _ - 14 - _ _ - _ 14 - - •. - - - 14 _ _ _ - 3 - - - - - •5 - - - - - - 7.5 5.5 33 3 - - 14 «� - - - - .• - 14 - - - - 14 - - - - - - - 14 - - - - - - 8 8 B 7 J 33 1� _ - - - _ _ -I4 _ - - - - 11 - - - - - B - - - - - 0 - - - - - - a 7 4.5 35 J 14 _ - - - _ ti - - - : - - 1, - - 10 - - 10 - - a. 73 6 1, 14 - - - - - 14 - - - - - 7 - - - - J - - 7 5.5 315 - - - - - .. _ 14 - - - - - - t# _ _ _ _ _ ti - _ _ _ _ _ _ 14 _ _ _ - - 8 8 8 7.5 5 3 . 14 _ -, _ 14 _ - _ - _ g e'_ - _ - g - - _ _ B BS 4 J.S. .- ,. _ �f....- _ la _ - -___ - - 14 - _ _ _ _ !} - - ! _ N S _ _ _ _ _ _ _ g,g _ _ _ _ _ 6 7 .3 - - - - - FLORIDA BUILDING CODE{Non High Velocity HUrri0006 ZOTte 02017 TtLTECO,INTI. 02017 EASTERN METAL SUPPLY,INC. BER�'H_,_. A-IVTM Accordion Shutter System _7 Accordion RV. ,u E , ,OR w,4v, EILAE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,R CESCRIP11011 DATE DRAWN OY: LC. Assoctatton, Inc. I OLD 15-085 7/21/1 RATE: 07/27 17 s3Ss Kw.Sinn.St.,61e.Sas,hRF.. 0305)9.1-153 33I6N 4268 Westroads Drive 1 t Plane:(309)071-1539.ra :(3ns)a71-1x31 DRAWING No f2 S (' 452 a-maE tOM67eSt.Caa West Palm Beach, FL 33407 s '�'•.�is '•..... "'*tta. 122 E6-oo067r9 ♦ 17-107 -- /ONAL 6 WALTER A.TILUT dr.P.E P.E. SEAt'f9KiNMTi1REfDATE FLOROA LG d 4IT67 5 SHEET s 12 OF 20 I OR" - - = SPECIFICATIONS ON ANCHOR REQUIREMENTS'.-POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES" (SFE MOUNTINGS E 0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POORE) BLOCK PaStRlD CONCRETE (A) TO EXISTING POURED CONCRETE-(fin.f'c-3 ke.1 MAXIL5ILI @WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.1"c.3 kai) SPAINARCH SPACING IEMn - 1/4'0 x 3/4'ALL POURS SOLID-SET ANCHORS,AS DISTRIBUTE BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f`a a 3 Nal) (ry) 0L5GV IECAIK PPXZ%E PAWL ,OE9Pi NECAINE P(rIMM N"VMWO p _Of9Gil AFGNIT&PRawn RA11NC - 1/4.0 BLUE TAP CONCRETE ANCHORS,W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mln,re- 2 kxi) TAPCON OR 30 40 60 75 9O 120 160 205 30 40 50 75 90 720 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - tf4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.LNC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 t2 t0 9 8 8 6 5.5 I4 t2 fa 0 E 8 b B f4 l2 l0 '9 6 8 e 6 THREADFORM TECHNOLOGY COUPANY OR ANY OTHER APPROVED LICENSE OR AUTHDRRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 12 t0 9 a 8 0 6 14 12 t0 .9 8 8 B 6 14 12 10 9 8 0 6 6 ALL POINTS SOOp-SET (Mtn,1'c=3 k0E) OR 14 12 f0 4 e. 8 B 6 14 t2 10 9 8 $ B 6 14. 12 16 9 a B B 5 BLUE TAP W/.CAP NDTES: 14 12 10 9 8 0 6 7 14 12 '10. B 8 B 6 b 14 12 f0 9 8 8 6 6 7AAPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ti f2 10 9 8 7 5.5 3.5 14 12 10 9 8 8 8 6 to i2 ID 8 e 8 b S ATCNDR5 IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0" 14 12 10 B B 8 8 6 Ia 12 10 4 B B 6 6 14 12 10 0 8 0 6 5.3 14 12 10 9 8 8 6 4 14 12 10 9 B 6 b i.5 74 12 10 0 8 6 4 33 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7j8'INTO THE POVAEO CONCRETE NO EMBEDMENT 1{ 12 10 9 0 8 6 4.5 14 12 10 9 0 B 6 5,5 14 12 10 9 $ 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACFONE SCREW USE SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 4 sEr NJnAtglb DF VSE r40. 14 /2 16 9 7.5 53 3.5 - 14 /2 f0 9 8 8 0 b ti 12 10 9 8 7 3.3 4 �C St1FST 19 EXIST,AND i'18NtMUM FOR WALLS WITH NO STUCCO. 14 12 SO _9 _8 8 6 0 14 12 t0 9 a a 6 5.5 14 12 10 9 0 8 B 45 aen 5'-0' t4 IZ 10 9 B 7 4 - 14 t2 10 9 8 6.S S S 14 12 10 $ &5 s 3.53 A3)IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1a i2 /0 9 8 7S a.5 ^ M14 12 70 0 B 0 6 4.6 i4 12 14 9 8 8 43 ,75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMNO SAID WALL FINISHES.ANCHORAGE SHALT.BE AS INDICATE ON "4t 7.5 83 45 - - 14 12 10 8 8 7.5 .5 4 14 12 10 0 a 6 a:5 3.5 NOINSTTESlKI)&I A.2)TO EABtFS `F_FO IN TSALLATIONSS ON V1NYLTUDS SEE SHEZT 2pDING OR EIFS WNN Oft WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 8 0 6 - 14 12 10 9 $ 8 6 5 i4 72 10 9 8 639 7.s 3.5 3 - l4 7Z f0 &5 7 5.5 4 3 14 IZ a &5 5.5 i 3S $ 6 - - 14 12 10 9 8 6.5 5 3,75 t4 12. 10 &5 0 5 4 - (B) TO ERtSTING CONCRETE BLOCK:(ASTM C-40) f{ t2 8 b.5 5.5 S - ^ T4 12 10-19 8 6.5 4.5 3„3 14 12 i0 8 7 5 3.5 3 _ 1/4 0 TMCON OR TAPCON WITH ADVANCED THREADFORM TECHNOUM ANCHORS,AS MANUFACTURED BY LT.W.BUILDER. 14 111 ib . 8 8 - ^ 14 12 10 9 _e 7 .3 1 14 12 f0 8 73 &S 4 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T4 12 t0 8 6,5 4 - - l4 12. 0 7S 6 45 3.5 - 14 TOS 7 3.5 4S 3.5 - - - 114'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOWDA FASTENERS DIRECT,INC. 14 12 10 &5 7 4 - - 14 12 10 9 73 4 - 14 12 9 . 7,5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW" BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSE OR AUTHORIZE VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. t4 ti 7 5.5 43 - - 14 12 10 9 ?. 5,5 - 14 12 9 T 4. B•-0• 14 12 t0 9 8 6.5.E - 14 12 f0 9 B 14 12� 10 8 &6 .5 = NOTES: 14 12 8.5 7 5.5 3 - - 14 12 8 6,5 6.5 4 3 - 12.5 9.5 9 3 4 3 - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4*AND TAPCON 14 i2 9.5 7.5 6 t4 12 %5 6 65 5 - - 14 12 8 6 0.5 4 - WITH ADVANCED THRFADrORLI TECHNOLOGY ANCHORS IS 1", 13 0.5 6.5 5 3.5 - - 14 12 t0 B &5 5 - - 14 12 8 &5 5 4 - T4 t'2 14 9 8 - - - T4 f2 t0 9 73 4.5 - 14 12 83 7 S.3-4 -- W-0. 8.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SCUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7,5 6 7- - 14 11 7 5.5 5 3.5 - - It 8 L5 43 3.5 - - - EMBEDMENT INTO STUCCO SHAUL BE PERMITTED. 1/4"0-20 SS,MACHINE SCREW USE SHA1L BE 1 1/2'LONG MINIMUM SHOULD STUCCO f4 12 8 5.5 4.5 - - 14 12 8.5 1 5.5 + - - 14 X0.5 7 5.5 6 4.5 - - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. ft5 &5 6S 4 - - - 14 12 9 7 $ 4.3 - 14 it 7 5.5 4,5 3,5. TO'-0' 14 12 IO B 7.s - - - 14 12 10 8 6.5 5 - =- 14 12 $ 3 4 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.5 T 5 SS - - - 13 9.5 63 5 4 3 - - 14 7.5 3 + 3 - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON li tt 7S 5.5 - - - fa 11.5 9 8 5 s - 2S 9.5 8 3 4 4 - NOTES 0.1)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS VTN1 OR WITHOUT METAL STUDS CONSULT THIS ENGINEER IaS 8 5 - - 14 12 8 &5 3.5. 4 - '13' 10 6S 5 4 3 - FOR INSTALLATION 1ttT0 EIFS WITH METAL SRJt1S SEE SHEET 20. 14 t2 10 - - 14 12 9 7 B 4.5 '-- - 14 LOS 7 5S 4.5 J.5 C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.4 93 5 - - 12 9 5 a.5 4 J - 9 7 45 35 3 - - () tI 10 7 - - - i4 10.5 7 5.5 43 - - - 11.5&S 53 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REIA71ONS14IP FOR ANCHORS. 9.S 7 4.5 - - - - - 14 LIS 75 $ 5 - ^ 12 9 6 4.5 4 - M14 12 t0 - - - fi 12 8 6.5 3.5 - - _ t3 14 6.5 S - - EDGE DIST$NQE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0"ill 35 B3 4S - - - - 11 0 5.5 4 3S - - _ 0 0 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE OtOtCATEO.REDUCE ANCHOR SPACING 13.5 9.5 7$__ - - - 13 IO &5_FT4 - - tI, 9 5 4 - - - - REDUCED SPACINGBY MULTIPLYING PACING SHOWN OBTAINED USING FACT RDULE SHALLTHE NOTDE LESS THAN MINING MUM SP:.0 NV INDICATED FOR EACH ANCHOR TYPE. 103 7 5.6 4.5 - 7 4 8.5 33 43 35 - t3'-0" 14 12 - - - 14 11.5 7.5 6 3 _ ^ j-_K5_ 4.5 4 _ _ _ FACTOR fay $ - - - to iss. 4 3 - 3 - ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE IAP W CAP 125 BS - - - - - 12 9 6 43 4 - - - 4 - - - BLADE /qp D)GTANGE TNRFAOFORM TECHNOLOGY f Mltt.SPACING 0 6 - - - - - 13 93 6S. S - - - 4 - _ - - . _)R EDS MIN,SPACING o 3' MIN.SPACING 3' MIN.SPACING 3 1/2" MIN.SPACING+.3' 3 3/4' 4" 14 - - N 10.5 7 7 5.5 - - - 3 4314'-0' to f5 _ - _ _ _ 0 7 LS 33 _ _ _ _ 3 3 - - - - HV D POURED C ET£& O CdCt&TE 010DL POURED CONCRETE& P{XURED CONCRETE&PORED ONCI TE CONUM MOCK.3S - - - - W O CONCRETE BLOCK MNED a31 WIL Ca•2 1/Y CONCRETEBLOCKCONMNED.e3 1 MN ED•2 1fat EO..r �" MN.F1L•J 1 u �" �' 2.5 _ - - - - - - 12 9 6 - - - - ^ .5 - - - - - 3" 1.0 0.90 1.0 0.78 1.8 0.84 1.0 1b'-0' 4 _ - _ _ _ _ _ JS t0 6.5 - - - - - - - - - - 131 DQE WORKING _- - - e5 as 4 - - - - J - IN UNISON ! 2 t/2' o.el t.a a.B7 t.D 6 4 - - - - - N 2' 0,71 - 0.51 - 2 _ - - - - 11.5 B. 5.5 - - - 9 &s 3/d' - 0.91 - - - 0.43 - 16'-0' 1♦ -- - _ /0 7S 5 - - - 1 1 $T 0,35 93 FLORIDA BUILDING CODE(Non^High Velocity Hurricane Zone 11111 '"^� 02017 tILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HV'pA s , a11. EGO 1 W C. A,tr�171r ■�■ Accordion Shutter System y� H.V. RADE#1 W/OR W/O H.Y.WINDOW a" American Shutter Systems r,A,H 6ESCNIPR4N wrL DRAM")er: LC. Q T TICCIT TESTING k ENGINEERING COMPANY Association, inc. I OLD 75-065 7J27jt BATE: 07J27j1? w p"S 1� `A 4 4355 N.W.3611.5t•Ste.305.WtRQYA CAROOM ALCMDA 371b ,q+�.Cr----V„-r-�11 Phare:(305)871-1330.Fm.(305)671-1531 4268 Westrood9 Drive 2 DRAWING No a 041 ta1-104 West Palm Beach, FL 33407 3 0006710 17-107 X11 111 WALTER A.TILUT Jr.P,E. 4 SHEET ^"• /�t1IA 1. �`T.�I FLORIDA Uc.f 44167 5 P.E.^5Cfi6 hitt/DhTE 6 13 OF 20 -`_MAXIMUMjNCHOR# SPACING (in) SCH OULE'FOR AfOW MAX,-SHUTTER PAN - - -- -- A S D DESIGN NEGA'(nE PRESSURE RATING ANC A CORRESPONDING M(OUNTINC TYPE"FOR CONCRETE OR CONCRETE BLOCK INSTALLAMONS (SEE MOUNTINGS I,J.K k L ON SHEET 7) POURED CONCRETE POURED CONCRTM BLOCK ANCHORS SPACING LEGEND _7W-OVER 8' 1 TRENCH (�d RAINGIJARO MOUNTING (R)WALL/FLOOR MOUNTING E)WALL/WALK OVER MOUNTING wxoN voUt{2t TAPCON OR (� ._OMGH NEaimB PRESSLYiE PAV4(O 50.OEs al Iza1K PRESM W M(Pat 4SA MSM WAME MM RUING(p{ OE9M IVAM PRISMS RAM4(W TAPCON WITH ADVANCED 3040 r6a 75 90 12011501205130 140 1 60 17S OOT 120 16O 205 30 40 60 75 1 90 120 t6O 205 30 40160 75 90 120 ISO 205 THREADFORM TECHNOLOGY 14 12 110 19 IQ lit 1§ 6 112 IZ 112 12 12 1 L5 18A 1 83 7 7 7 7 1 7 1 7 17 15,6 5 5 ! 5 5 5 5 ALL POINTS SOLID-SET 3.-0- t4 12 10 9 8 0 6 6 12 t2 112 12 12 12 AS 7 7 7 7 7 7 7 17 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 6 43 7 7 7 7 7 7 7 6.5 S 5 5 5 5 S a 5 BLUE TAP 14 12 10 9 8 8 G 6 12 12 12 12 12 f0 7.5 6 7 7 7 7 7 7 s 6 S 5 3 5 5 5 TAPPER+ 14 12 14 9 8 8 6 6 12 12 12 12 1.5 83 IT.S. 5 7 7 7 7 1 7 SS 4 5 5 5 5 5 5 5 4 4,-0. la 12 10 0 B B 8 G IZ 12 12 12 12 03 7 SS 7 7 7 7 7 7 7 7 5 S S ! ! 5 5 ! T4 42 t0 8 $ 8 8 5 12 12 /2 9S $ 8 4.5 3.5 ? 7 7 7 7 7 6.S. 5 5 5 5 ! 4 5 3 5 I+ Y2 10 B e B 5 6 t2 12 12- 12 10 73 5.3 4 7 7 7 7 7 7 7 5,5 5 '5 5 6 5 9 5 5 14 l2 t0 9 8 8 6 6 12 12 12 it 9 7 5 1 7 T 7 7 7 SS 4 3 5 5 S 5 5 S { J 5,-0` 1+ 12 10 9 8 a 6 6 /2 12 12 12 10 7.5 Sb < 7 7 7 7 7 7 7 7 S 5 9 5 5 5 5 5 t4 {2 10 8 B 0 G 6 I2 12 8.5 7S 8 1.9 3.5 - 7 7 T 7 7 7 S 3.5 S 5 S S S 5 4 /4 12 10 9 8 8 8 6 12 12 12. 93 8 5 4S - 7 7 7 T T 7 6.5 4 S S 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 0 6 8 6 J12 12 LS 9 73 5.S 4 3 7 7 7 7 7 +S 1.5 s s 5 5 5 4.! JS - SPECIFICATIONS 6`-0- 14 t2 10 9 8 8 6 12 12 10 8 5 <S 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5ON SHEE( 13 14 12 10 9 8 8 5 I2 8 G 5 l 3 - 7 7 7 7 7 S.S 4 S 5 b S ! 5 4 3 14 12 AO 0 e 8 6 12 10 8 63 5 73 - 7 7 7 7 7 8 4.55 5 4.5 I/ 12 10 s a8 12 10 $ 6b 5 3.5 - 7 7 7 5.5 5.5 4 - - 5 5 S 5 5 t4 12 1O 9 a86 12 12 9.5 7 ! 4 ] 7 7 7 7 7 7 T 6 5 5 5 9 5 S 5 5 to 12 t0 8 8 B -6 to ILS 5 43 3 - - 7 7 7 7 63 5 3 - 5 5 3 5 S 5 3.5 3 14 12 10 9 a $. 6 Iz as 7 s.s - 7 7 7 a 7 s - - s s 5 5 5 s 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 6 8 12 8.5 7 n 4 - 7 7 7 53 - - s 5 s s 4.5 3.5- - - PSF AS.D DESIGN PRESSURE 8'-0" 14 12 10 9 $ It B 12 IDS 7S 6- - S _ 7 r 7 7 7 7 7 a 5 S 5 5 s 5 5 6 RATING-& FOR SPANS PER 4 /2 10 9 a 6 6 - 12 9 s +3 a 3 - - 7 7 7 7 53 4 - - s s 5 s s < 3 SCHEDULE #3, SHEET T 1 to t2 10 9 8 8 O - 12 11 7.5 6 5 75 - - 7 7 7 7. 6 4.5 - - 5 5 5 5 5 4.5 - 14 12 IC 9 8 8 - - 12 1.5 73 6 5 33 - - 7 7 6.5 5 4 - - - 5 5 3 5 1 3 - - 9,-0. t4 t2 t0 9 8 8 - 12 t2 9.5'Z 5.5 4 3 7 7 i 7 7 7 6 3 5 5 5 5 5 5 5 5 T4_t2 Io 8 e B - 0.5 8 S 1 3.5 - - 7 7 7 5 5 3S - - 5 5 5 5 5 < 3 - I�12 t0 9 8 8 72 t0 T. 5 4S - - 7 7 7 53 5 3 S ! < 14 12 f0 0 B 8 - 72 0.5 7 S.S 43 3S - - 7 7 5.5 43 3S - - - 9 5 5 4S 33 - - - t0,-O•t4 12 10 0 8 B 12 11 a 8 5 3S - 7 7 7 7 i 7 4.5 - ! S 5 ! 5 S 5 4.5 14 12 10 5 8 8 - 9b 7 4S 3S 3 - - 7 7 7 S.5 4.5 - 5 5 5 5 4.5 35 - L4 12 10 9 8 6 - 12 9 6 5 4 - - - 7 7 7 6 5 - - 5 5 5 43 5 - - 14 12 10 9 a 8 - 12 9S 6 5 4 3 7 7 6 4 3 - 5 5 - 1 14 12 10 9 8 a - - 12 10 7 5.5 4.5 3S - 7 7 7 7 7 7 3S - 5 S 5 5 5 S 5 4 //^{'�\ BLADE r�J 14 12 to B8t "W . 3.3 1 - - 7 7 8 5 < - - 5 5 5 5 4 J - l ) H V l.✓LA L E ONLY 14 12 to 0 8 8 - 11 8 5.5 4 - - - 7 7 7 5.5. 4.5 - 6 9 S 5 +3 - ` / TT 12 la 9 0 - - 1,5 0.5 !.S 4S 3.5 - - 7 7 43 Is - - - - S 5 4S J.S S - - 12�-D"b4 12 10 9 8 - - 12 9:5 6.S 5 4 3 - - 7 7 7 J 7 $ 3 - 5 5 5 5 ! 4,5 33 14 12 10 9 B 8 6 4 J - - - 7 7 5! 1: 3.5 ^ - 3 5 5 4.5 4 3 - - 11 t2 to 9 ii - t0 7.5 5 7 6 5 - }4 12 10 0 It - - 0.5 8 5 4 3S ^ 7 6.5 4.5 13 - - - 5 5 4S 3.6 3 - - 11 12 10 1S 83 8 4.5 3.5 1 - - ? 7 7 7 7 �4.B - 5 5 5 5 b 4.5 3,5 13`-0"�4 T2 {a 9 8 - - 7 SS S5 3 - - 7 7 5 4 3 - 5 S S 4 3 - - - 14 12 to 9 8 9 7 4S .75 - - 7 7 5.5 4S - - - - 5 5 5 4,5 4 - - - Y4 t2 10 9 - 10 7.5 5 4 3 - - 7 6 4 3 - - - S 5 4 3 - - - lk�-0" 14 12 10 9 - - - - 03 8 5:5 4 3S - - 7 7 7 7 7 4 5 5 5 ! 5 5 4 3 i4 t2 10 0 - OS 5 3 - 7 7 6 3_5 - - - - S ! 5 4 - - - 14 12 10 B - 8.5 6.5 4 - 7 7 5 4 - - - S 5 5 4 to 12 t0 - 0 7 4.5 3.5 3 - - 7 SS 33 - - - - - 5' 5. 3.5 J - - - 15�-0' 14 12 10 - - - - 10 7.5 3 4 3 - - - 7 7 7 7 7 3S - - 3 3 5 5 S S 4 3 14 12 10 - 0 1.5 3 - - 7 7 4.6 1 - - - ! 5 *.7 33 - 14 12 to - - 8 6 4 - - 7 7 5 - - - - S 5 4 - - 14 12 10 - - - - &5 6S 4 33 - - - - 7 5.9 33 - - - - 5 5 3.5 - - - - 1fi' 04 14 12 10 - - - - - &57 43 35 1 - - 7 7 1 7 7 6 1 3 - - 5 5 5 5. 5 4.5 3.5 ti i2 10 - - - - 6 4;5 3 - - 7 6.5 4 -- -- --- 14 12 10 _ _ _ - - 7S 53 75 - - - - 7 IJ .,. - - - s s < - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 111 V C2017 TIL7ECO,ItN:, 02017 EASTERN METAL SUPPLY,INC. % _ BERTHA HT, TI L1 EGGING. A■ ■aS■A■ RV,eLord�OR nwovttNroarrrn % " * TICCIT TESTING do ENGINEERING COMPANY American Shutter Systema Ev.N DESCRIPTION GATE 0RAWJ BY 4C. p"`'•, � �� esss x.w.3Gu St.,seg.Sas.iwtNu w0ors naFa 3316Association, Inc. I OLD 15-085 T 27It O41E1 07/27/17 �� • 4268 WeStroads Drive 2 Pha.1(305)871-1330.Foy:(S05)871-1531 DRAWING No Wtniift.1- Y1est Palm Beoch, FL 33407 3 =.+cS'jaNAL r`\G;tl'I) WAtERBa°TILUT J,.P.E. 4 17-107 P,E,.SECCf3t�NAfURE{DATE FLORIDA U,_P 44167 5 SHEET 5 14 OF 20 I - MAXIMUM &S.Q. DESIGN PRESSURE RATING (p.s.faAND CORRESPONDING; MAXIMUM ANCHOR SWING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S,D. DESIGN PRESSURE RATING AND A CQRRESPONOING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). SOU ERN NENm SPRUCE PINE SPRU E PINE SOUTHERN PINE No. 2 W/ MIN. 0=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2DOw MINF.tpCa0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ Mft G=0.43 W/MIN. G=0.36 PLYWOOD MIN G.O. sv/ W/ MIN, G=0.43 W MIN. G=0.36 MAaNU4 SPAN(t9 WALL MOUNTINGS CEILING MOUNT T WALT. MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.C. WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS W& X W & X W & X P & 0 S&v S&v S&v aDTt.NCAM FRSYIE M'tc(ml LU MON Ntr"ITIMA 1."04 QUI MIN RWX MIT EL74 fO;4 OW NZ0E HIM WHI fitll CZ 031W RUC4:M SK F476(PQ tU W WA'K Man Mc w M 1197t www Pop FA%w M am t1 m R eafE wx fw a 84N aw's mm FAxG 4 ASO 03rd RW+£.Rom WIG(ISI 30 40 60 75 9D 05 31 40 60 75 90 05 30 40 60 75 90 05 30 40160175 90 05 30 40 60 75 BD 05 30 40 6D 75 90 105 3q i0 b0 75 90 05 30 a0 Gp 75 90 OS 30 40 60 75 90 05 30 40 6q 75 90 05 -o•OR IESs 12 to 10 9 8 8 6 6 6 6 6 6 12. 10 10 9 8 $ 6 6 6 6 6 6 12 10 10 4 8 $ 6 6 6 6 6 $ 6. 5 4 4 4 3 t2 12- 12 i2 t2 I2 12 t2 17 1 12 12 t2 12 12 12 12 12 4'-p' 12 10 10 9 $ 8 6 6 6 6 0 6 12 tD lO 9 8 6 6 6 6 fi 6 6 12 1D 10 9 $ :8 6 6 6 6 6 6 fi 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 a•_p• 12 t0 10 9 $ 8 6 6 fi 6 G 5.5 t2 TO 10 9 8 fl 6 6 6 6 '6 5 12 tO SO 9 8 7 6 6 6 8 $ 5 6 5 4 4 4 1 12 12 12 12 12 12 t2 12 12 12 12 12 1212 12 12 12 0.5 g'_p• 12 10 70 9 B 6.5 6 6 6 8 5.5{.5 12 f0 10 9 $ 5 6 6 6 .5 5 4,5 12 10 10 9 6 3.5 6 6 8 6 5 4.5 6 5 4 d 3_6 - 12 12 12 12 12 12 12 I2 12 12 12 12 12 12 12 12 10 8,5 y_p' 12 t0 1O g 6.5 4 6 6 $ .5 4:3 4 i2 10 10 9 5 3 B 6 6 5 '4 3.3 12 10 20 T 3.5 - 6 6 6 5 4 3.3 6 5 4 4 - 12 12 i2 i2 12 12 T2 12 t2 f2 12 10. 12 12 12 10.5 8.5 7S 8•-0' 12 f0 10 75 4.5 3 8 b 6 5 4 3,5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 IO 10 4 - - 6 6 5 .5 3S 3 6 5 4 - - - 12 12 12 12 12 12 12 12 t2 12 11 9.5 12 12 1.3 9 7.5 65 g•-q' 1210 fp53.5- 665.5 .53.53121094 - 664.543312 t043 - 664.5433653.5- - - 12121212120. 1212124'9.58.512121086.55.5 1W-p• 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 1 - 12 10 3 - - - 6 6 4 .S 3 - 6 5 - - 12 12 12 12 1.59,5 12 12 12 1048,15 7.5 12 12 9 7 6 5 12 10 4.51- - - 615513.S.- 12 t0 - - - 6 5.5 4 - - - 6 5 - - - t2 12 12 12 10 8.5 12 !2 12 95 8 7 12 12 8 15�512 10 4.5 - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - 6 '53.5- - 652 12 12 1,39.5 8 12-12 11-BS 7 6 i2 1.57.5 13•-O' 12 SO - - 6 6 - - 12 14 - - - fi 4.5 - - - - 12 7.5 - - - 6 4.5 - - 6 {,5 - - - 12 !2 12 IO0514'-0' 12 10 - - 6 5.5 - - _ 12. 7 - - 5.5 4.5 - - - - t2. 7 - 1212 9.513'-0' 12i216'-0' 12 - - 6 - - 12 n HV BLADE ORIn HV BLADE W/ 1(�A HV WINDOW BLADE WORKING IN UNISON* •$LY UVTIO`s Of UsE rtn 6LW° ON 1/10 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS 10 WALL,FLOOR OR SOLID W000 SOFFIT SHALL BC AS rOLLOWST 3.SU857RA1E A.L SHCONSIST OF DIE FOLLOWING: -SOUTHERN PINE NO'2 W/0-0.55(N.&S) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.8UILDEX W/MINDNUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.0-S.) EACH SECTION ON SHEETS 16&17, -SPRUC£PINE FIR NORTH W/C-0.43(KD,!;,) N: EXCEPTIOSEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G"0.36(N.O.S.) -MIN.-1/2'COX PLYWOOD(1986 APA) 2.ANCHORS 10 HOLLOW CEILING SHALL 8E AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST Of LAO SCREWS AS PER NOS 2015 SPECIFICATIONS. ANCHOR'$S SHALL, BBREB. ALEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS or THE FLORIDA BUILDING CODE Non High Velocity Hurricone Zone 161' 0/' 02017 02017 TLTECO,INC. 2017 EASTERN UEtAL SUPPLY,INC, "�iCE1VS� -�-' �--- BE TMA HV TM 11t� E'i C d��• A A.S.S.A.A Accordion Shutter System ■ N t ■ H.V.RADE#1 W/OR W/O KV.WINDOW RADE TILUi TESTING & ENGINEERING COMPANY American Shutfier Systems qCv.N DESCRIPTION OATC DRAWNBY;-/21/17/LC Association, Inc. I OLD 15-085 /27/I DATE: 07 21/17 ! 6355 H.W.34Uw SL,Ste.303.WRam GARB.itOROA 331 �� Ppone:(305)$71-1530,r4�:(305)871-1531 4268 Westroods Drive 2 DRAWING No ''.,"••iut% ' 111 '- dN:Ialeeoo°oL=4m West Polm Beach, FL 33407 3 70NAL�� '� 1 Eg-oW6779 17-107 / +''LIN WnoRO U..d 44167E s SHEET P.E. SEI�Cf335td1A?11RE/DATE 6 15 OF 20 I - HV* BLADES AS APPLICABLE) INSTALLATION DETAILS ON EXISTINGWOOD RUILDINOt dk� HV & MAX, SHUTTER SPAN L+ QR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY _SHAL TWAU FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SI 19 FOR MAX SPAN A 1/4'11 TAPCON OR A.S . DESIGN PRESSURE RATING FOR INSN WITH BLADE Q) WORKING IN UNISON TAPOGN WITH ADVANCED 1/4-0 TAPCO"OR THREADFORM TECHNOLOGY WCON WITH ADVANCED THREADFORM TECHNOLOGY W/TIHZEGX��ZAENTEOTRAT ON OF Vl/ 1 1/2'MIA.PENETRATION OF THREADED AREA TO EXISTING IBEFAmnoN OR OUSTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO MASS(SEE (SEE SCHEDULE ON SHEET 15) 1/4'0-20.3/4^S.S.MACHINE rl-—SCHEDME ON Mal SCRE V -20 NUTS I I Eta BLADE(DAND- 4IX�jl i C11 ON SHOET 19 FOR 'f 1 GLASS--t EXISTING min in WALL I OR1 FINISH PTIONAL (SFE 'AND 11-ISH EXfSTNG MIN. Nis OR 75111117 k ---OORtEEJJJ I." z HEADER REOUIRED 7-.4 wonn �44".AT 'CZ'011. Z�l WITH I. ON OR TAPCO14 WITH ADVANCED HEADER REQUIRED 1 4-0 TAPC TECHNOLOGY EXISTING I THREADFORm ITE OLOGY W/ 1 1/2* UX SEPARAXON N Min PCUEMMON OF THREADED AREA TO TO MASS(SEE MIN SEPARATION TO BLASE, EXISTING WOOD HEADER- (...__,,, CADEAL t SocoLUE ON SHM EXISTING __(SM'SCHEDULE ON SHEET I I SCHEDULE Oil SHEET 15) FOR ERADE(DANG--1 GLASS--I "!E2 Oil SHEET 19-FOR CONT,SILL X61,& PLATE REO'D' HY WALL HEADER INSTALLATION �HV WALL SILL I—STA LA ION HV WALL HEADER INSTALLA I T I T10 N I _T 9 1 0 1 MRH.SEPARATION TO CLASS EXISTING NLN, SEPARATIONTO CLASS SEE4SCHEOULE ON SHEET IIY— GLASS--iTGI EYA 'Inc (S EDULE ON SHEET It) 2*.4' MIN.SEPARATIO14 70 CLASS CC"(SEE SCHEDULE Oil SHEET 11) 1/4 RE r. • WO� PLATE MAjO'T 20;3 4;SS-S. OD H Il dE S.S. USING 1/4--20 NUTS MACHINE SCREWS W/ 7 ® 12'D.C. 1/4--20 NUTS 0 12' WALL O.C. 14 FINISH O @ OR@ R iIl 2' 2-.4-CONt.-/' LE WOOD PLATE E --I'Min. I Min. 1/4-0 TAPCON OR TAPOON`W)TH ADVANCED OR P READIFORIA TECHNOLOGY W/ 1 1/2- 2'.4-CONT. 71, 1 Wini.PENETRATION OF THREADED AREA TO TA Z'SIUL PLATE I /4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING WOOD HEADER. T READFORM TECHNOLOGY W/ 1/2* (SEE SCHEDULE ON SHEET is) 'I ADVANCED I-SEE SHEET 4 FOR TYPICAL Lt, Mtn.PENETRATION OF THREADED AREA INTO PLYYWDOO 'rHAEADf t/2-MR,CD\X�S" T'.r...LG' I SHUTTER ASSEMBLY. WALL FINISH (SEE SCHEDULE Oil SWEET 15) ExISPNG MIN 2'.4, PLYWOOD REO'D. PENETRATION OF 2-MQUNTINO SECTIONS CAN BE LI/2-MHN.COX PLYWOOD REOV STUDS 0 Hi�O.C.t AX-___1 WALL FIIVSR� I" AREA INTO PLYWOOD COMBINED In ANY WAY TO REO'B,PLYWOOD 70 BE (SEE SCHEDULE ON SHEET th) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATIONEXISTING MIN. 2.4-STUDS 0 16'O.C.MAX.REQ`P. ATTACHED To STUDS In PLYVIOOD To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH -) WITH SECTION-2308 OF THE F.B.O. SECTION 2308 OF THE QHV WALL SILL INSTALLATION f SEC0TI?,S OF E OF ©HV"WALL SILL"INSTAL�eTION F.B.C. - BLADE ON SHEET 10 FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' TY A. 02017 DLTCCO.Inc. 02017 EASTERN METAL SUPPLY,INC, BERTHA Accordion Shutter System ;S6EIV. Acc / H THA �l L�EC 0�im c. A.S.S.A. KV.IIAIX#1 W/OR W/O KV.WNDON RAX American Shutter Systems REV.H. DESCIRRI1104 DATE DRAWN BY., LC. TESTING & ENGINEERING COMPANY r TITICCIT TEST Association, Inc. I (,In 15_085 712711, CATr. 07/27/17 t 6355 H.W.M"',5L.Sta.30.VIRMNA CAIROOM FLOR*A a3#61 PA._ (305)871-INO.FaK:(305)871-1531 4268 Westroods Drive 2 DRAWING No 3�1: West Palm Beach, FL 33407 3 WALTER ED-0006719 4 17-107 R A.TILUff Jr.P.E. DATE FtORCA V.j 44167 5 SHEET 6 16 OF 20 -INSTALLATION DETAILS ON -EXISTING WUOD- BUILDINGS- FOR7nl --HV & - &_HV_+ BLADES SAS APPLICABLE,) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADEIn ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESS RE AT NG SEE SHEET 19 FOR M WALL FINISHAX t SPAN & DESIGN LOAD FOR INSTALL.400N WITH BLADE (1)& 4A) WORKING IN UNISON OR F-EQ ED-- —2'MIN. 111i.M0111 ADVANCED WOOD Vaa BEENE& EDGE(IF APPLICABLE) TO I H _a_ T rq��/ FO�M TECHNOLOGY W/ 2 STRUCTURAL ADEQUACY Idle.PENETRATION 114-11-2OW4-S.S. OF 0051ING WOOD BEAM OF THREADED AREA 70 1. PHILLIPS TRUSS HEAD TO BE CMIFIED BY EXISTING 11�1,1 -M;ml I:C.K SCREWS RE04STERED ENGINEER OR EXISSSING WOOD TR j (SEE sc�.= s) -20 NUTS ARCHITECT PRIOR TO SES OR EOVQ a 12'O.C. SHUTTER INSTALLATION. RAFTER 0 2*" D.C.REQUIRED p TAPCON OR A- VA2.N WITH ADVANCED EXISTINO SOFFIT t z_ 57, THREADFORM TECHNOLOGY 3/4'Mo.{NK. M..' W1 1 1/2"Mitt,PENETRATION —F-2 4 1'.4'.1/8'CONT.ALUM.TUBE OF A HEADER. (6063-T6 ALLOY)W/ F,* 0 6'D.C. 116`0 LAG SCREWS TO (SEE SCHEETUro DULE ON SHEET 15) or @ R)"N" R or @ or @ RAFTER OR TRUSS. LOWE LAG SCREWS AT MIDWIDTH OF EXISTING WOO EXISTING MIN 2-14 or MEMBER,(2-Min.NGNIIN&B HEADER REQ'D It OPEN HOLE AT EACH Wl W/2*,ijrw,. AREA GLA MITI.SEPARATION 10 GLASS EXISTING STUD TO ACCEPT RATION r THRMED (..,SCHEDULE ON SKEET II) CLASS 1 5/16*0 LAG SCREW AREA.VAUD FOR �--v— I 1 9 AN CENTER OF TUBE. INSTALLATIONS WITH L7.2LIIAN I k4ti.SOW%AQW�04 MAX.A.S.O. ESIGN 4 1 10 CLASS BRE fl'-e MAX:SPAN,TAS. Htwf WALL HEADER INSTALLATION _I wmmz*1 INSTALLATION IS ONLY VAUD fall IW;MIN.SPECIFIC 04 Sim to EM _(D OR I I FOR.1M 0" FOR WOOD DAU34D& 1 CH slim to FOR FIR OR SOUTHERN PINE 140. 1 .50 As DBUGLAs 1-EE SHED 4 FOR TY 91tIrTER ASSEMBLY OR Cmvrry OF 0 2-SIOUNTIAIr SECTIONS CAN U comwao U (I)HY CEILING INSTALLATION R EQUAL. o;ANY WAY TO SUIT Airy tUSTA"110ti. OU H,V CEILING IN TALLAT 0 —1 A_ UK swnvm" OR& TO QAM(SEE 4EDULE III Stu SE MIN. It Not aLACE11190 SEPARATION MIN,SEPARATION TO GLASS EXISTING 'a 9w IT TO CLASS r"—(SEE SCHEDULE ON SHEET TI) CLASS I (SEE SCHEDULE "STIN$j ION SHEET It) ALTERNA ANCHRte` LOCA:RON WALL 3/e L #10.3/4'HEX /4'j f - s� 2"x6"MIN. W= -7 WASHER HEAD TEX SCREWS 0 12- 1 1� DECK REQUIRED DID (NO FINISH EXISTING PffllL T— OR(i 2".e-MiN.WOOD (I 1!4' OWED) cd i FINISH E _EOQ 19 EDGE ALLOWED) Co. , COX IF EDGE OF DECK C IF APPLICABLE E:C. APPLICABLE IF APPLICABLE i/4'o-20.3/4 SS. '&a PHILLIPS TRUSS H __2'_MR4. -O.TAPCON 09 1 4 0 TAPICON OR M-m 'a WITH ADVANCED MACHINE 1/4� TAPCON WITH ADVANCE .'IT T""O' SCREWS1-1 �'i 52[�LXL4 PLATE• I TmREAnroRm TECHNOLOGY 4�20 THREADrORm TECHNOLOGY W/ 1 1/2-w I 'la W/ 1 1/2-Mi'm PENFIRATION OW1 'e O.C. NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED Im 2*MIN. 12HREADFORIVI 2'1,1114— PENETRATION OF THREADED RO'D OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION Of THREADED AREA TO EXISTING WOO)HEADER.(SET I EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE 04 SWEET 15) SCHEDULE ON SKEET 15) 0 (SEE SCHEDULE ON SHEET 15) SEE UIP& W9 FOR I (^)HV WALK-OVER INSTALLATION— V I 511 1e I@rHV- FLOOR INSTALLATION HV-WALL SILL INSTALLATION 50_ FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone' Oil. ................:. /A 02017 TILTECO.INC, 02017 EA57ERN METAL SUPPLY,INC. 66 Elq�--. BERTRA HVT T IEC 0 Accordion Shutter System 11LINC. A.S.S.A. RV. RAM#1 W/OR WIO KV. WRWN RADE r TICCIT TESTING & ENGINEERING COMPANY American Shuffer Systems R&Y,N. 1143CRIPTIOU CATE DRAWN%/LC.17 Association, Inc. I OLD 15-085 07/27/17 DATE. 0 2-1 ' phone:'(305)871-IW.F" (305)871-11131 4268 Westroods Drive 2 DRAWING No ...... alz 000,5H) West Palm Beach, FL 33407 3 ED 7 L WALTER A.TILUT Jr.P.E. 4 17-107 RO , P.E. SEAL/§ ATURE/DATE FLOA Utf 44167 5 SHEET6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 71.41"K WYAO Sims REO•D. 2'0P ww.Wow 2'--uW' '' i/AY TAP ' r SIM REO e. wow slum(AS MPUCA9LD - �� /r!° � I�rY Wx XXII *000W A SWaij µ5 wauCrBlqJfJ(.Maga GLASS t' WWIIa1U(19 Oo57, =EX14tIhG CUSS' fXlsar:a cuss 'iwl L�1em piesis —1 —' iTI Iwt STPAW Nk, Q1 In.iYwcDrn" r f' wT spAura+ �rrc0 `, �! uxR�w r 1/7'tw.EVA TWO Or,95(4.0 Ky"Do. S3 8lnu aQaE O!SIM 4/teW / 11 FM fAH[Q)Na m O A4i($EE 94Ti9 i (aae3-ta)C0(tr. fit4Eer C.i/7'{Aq,CaA to 991.,Is 701 tt50(ORtl t m fLYtY1�. i/7 Il fp/'BLADE TAI EUDfa(VS ILUY,CLOSai PLYAfaa. MARES 4 WALL 01 S7w 19 fTYr T— OI 9A1T 19 1. APTLtaE(LOCATE 1/2'luv { twm ! aAna0a4§ ' tLAYSm61()7 i ar�j wr r•a 7•we � .. om�4C'£uS, /,a.t1Z•SAts.✓ 1 _^_ — 4�un>ve g .o'-r AOJiN�IN 08 (tG6,}-la YJpt),ti YbmCM 5 � viiu�V ttuTc r' pR�• EEE 0LTA0.A OCR 44 i OMA sce fF'+) 1 OR T�• ; smE ear+xecaal SIX DEM z MR 1,art 1�` I To mACM SEE 0 4u,vorf0ga 1� C9•@ p-raJ.�m.y�• - 3-f3-C1 fl-@�3 t3 scc 13 TUACKS 1117 •g"£art 13• a•C Ci -@•43• ro Tnr s c'g«{�. t . Q3•t4-�•t+F- 6�i• t f3�'t§•�•d4'•'J•fTi• ei•@•�g•i�•g�•L3 O•�$-g•Cs-�•C2 'C3•g-�•Eg-O•G• O•ts•�P•G""•g END @ E4•g O g END CONNECTION DETAIL 9 ND E._ CONNECTION DETAIL(2j END CONNECTION DETAIL C8,} C1 E CONNECTION TION DETAIL 01 E1aSi1N6 •RE03H[a ONLY FOR SP./AS Ca1AiLR DM12•-0' � CLASS = W.-Q YrA••TAPCal1 u:a+ws 1.5.1 rAPcox Ar jiailr su.s. R SMAS REQ / /7•iR.L Ote C. rMnha cuss--�` ao+inuTnio:1 o+Afi•o.a awtERAna(to'Ix•oc �o y,,n ^� ♦ SEE LIMITATIONS OF USE FOR wi•�WitWOi l , tn•lltN. 1"f'rOR`EVODE'cAc d 019Ktfa BLADE A ON SHEET 19 mOAea+9TOm j 1 i arxsma ---- OR9,wxcxait / _,• ___ u0)t TORI tr7"ux - i — — ----- _ d � i L1bR • s � � t /A� I I AOR 40 < 8(�cRQ�GRC VIEW 8 a3 wKL rwm s1LmsREr-e Un.Ma00 WNL J DO, iV51 i�"tJ �T7•�i. PLAN Cg}•ft•t#t3• g fig'L"t#• g DETAIL X END CONNECTION DETAIL L101 END CONNECTION DETAIL t2 FLORIDA BUILD] CODE Han High Velocity Hurricane Zone 1111_`ts�.•`r,r r•�� 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,I[!C. �i `,VC1YS�•••.,�+: E�� ,A BERTHA HVTM IL E C O ��. ! ,� , Accordion Shutter System ttu aADE#t w/OR W/O H.V. NDOW I;LaCE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Lv.q aEicaian0ll OAT. ORwxv Or. Lc. •: Association, Inc. I OLD 15-085 7/27/1 OATS; 07 27/17 6331 tL1Y.3eU4 SL,$It.30e,NRGYtib CARDr7iS.aLCRaA 3316 / Ph—;(3a5)a71-15x0,Fax:(305)$71-1531 8268 Westroads L6rvlve 4 a dd:0a06719Limm West Palm Beach, FL 33407 3DRAWING Na L ENS'• ' WALTER A.GLUT P.E. 17-107 P.E. SEAL/SIGNATURE/DATE nkfbaL L;�.t 44167 5 SHEET 6 1 18 OF 20 - - - ------- -- - - ,fig (p}� ( - - -ij GENERAL L ATI0 5i AND QQNQMoNS QF USE FOR eESM - — (1) WORKING IN UNISON WITH HV WINDOW BLADE A 1 11 1 1.MAX.AS.D.DESIGN PRESSURE RATING:+11%- 110 PA.L 2.W.SHUTTER SPAN:96' J.ALLOWED MOUNTINGS:A.D.G k H ON SHEETS 6,7;AS WELL AS MOLLYDNGS M.O.T.U a1 W ON SHEETS t6&17. ,y ONLY CE7TTERAWTES 2 CBOTH W/ OR ARE ALLOWED 1YfIH ¢ppr p E225 AR ED IN A SYYMETIRCAL OR OPPO NG CA UT.NI CASE Or OWNstNG ce4,as N (:"XYOUT UUSi RE INCLUDED ONLY AT ES(fERIOR ACCESS SIDE OF CENTERMA E. J� TYP,Ek END • ♦ • ♦ ! ! (, I 5„(A)HJ WINDOW BLADE(1�! SHALL ONLY ALLOW A MAYIMUQ OF 5 OPENINGS Typ.Ek END 0j 1111 LL (3'0 HOLES)FOR{�F+PER BLADE AT SPACINGS SHOWN ON S".A. MAX.5 WINDOWS < t t ! (8)MIN,CLEARANCE FROM TOP OR OOTTOM EDGE OF HY WINDOW BLADEQ ♦ - ' �' OF ANY 3'0 HOLE FOR 0 SHALL BE 12'. ALLOWED'AT 1N V1 WINDOW BLADE Q (C)FIRST OR LST OWE CCUING OUT FROM STARTERS AT ENDS MAY BE HY WINDOW BLADE 1 ♦ ! x •! !' Q ' (0)FN WINDOW BLADE iQA UUST BE USED ALTERNATE TO A SOLID W BLADEQ 3 THROUGHOUT SHUTTER'S MOTH. o �,.., ! • ♦ • ! ! .` g �, }!� �♦ t•.1 l l / 8 AC£1 AT AI SIDE OF YS 113E INSTALLFA ADWCENT TO A SOLID NY pp As ++11GG iiiFFF .SEE:END -L7GL ' ��//��lL n ..11YY�� IF POLYCARBONATE FTV WINDOW SHALL BE INSTA11E0 SO TFJAT TABS FACE CONNECTION _ t s s ♦ ♦ � g ` THE RITQDDR DF THE OPENING I NO PROT£SETTING HY L PROVIDED MUST 8£ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS • tl INC. 10 L ID TYP,TJ/ Sa}( Ftltt HEIGHT. 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAVE 3 i (� A 8 B LLDWGGS ON SHEET 15,AS UUREO BY SPAN AND DESIGN LOAD(SEE NOTES 1 5 S C, � 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED T CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). B.MUdMUU SEPARATION TO GLASS SCHEDULE,PER ASTU E-1996I c� (SEE PLAN FOR R£OWREUENTS) 0 H Ik5�JTYP TOP&BOTTOM yt p§( pR +] WIND ZONE MINIMUM SEPARATION TO GLASS ^--UNLIMITED WIDTH t THRU 3 t' ELEVATION BAN SEPARATION To awls EXISTING GLASS SEE�A3'"DIAi E ON Yi�7 1 L FDR'(3ADE Q A — A?ON THS It TYSY C^tAlk'S(Q& CO)C16I5 1,0 AN=D '(Yp, STM RI CENTERUATEs� ``-�::' ori taA„.cX�+d 1 w/�OR 5 ALIO W/O (SE NOTE 4 ABOVE) PLAN~ TYPICAL n HV BLADE WORKING iN UNISON WITH HV WINDOW BLADE la SHUTTER* 4`�-----�J - --- - - fTFFFAA��A!f!3c--•' - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone --- y1LL�y� .......... nr,•L/�.�' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. '`Y tai BERTH—Q NVTM 1L E C.tJ �N�. A, ,� i„�„ Accordion Shutter System 74 s N.V. R.ADE#i W/OR W/0 N.Y.WINDOW W&AIDE :i American Shutter Systems Cv.N OESCRIPTIMI DATE DRAWU BY, LC. H.WTILUT TESTING & ENGINEERING COMPANY Association Inc. I OLD 15-085 7/27/7 TUTS: 07/27/17 w.Mtn.St,SIA.10 .ra.;(JD5)S 1-15FLOR3 33/b i 1 FA¢n¢:(305)8711.01 .F¢.:(305)871-1331 t Pal Baca , Drive 2 DRAWING No l” ¢-m¢3: 000*6O¢d.mm West Palm Leach, Fl 33407 s sS piVAL E�� EB-D606719 17-107 , WALTER A TIlUT Jr.P,E. U II FLtlRn�A Lk—A 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 Vkt/, - INSTALLATIONS WZ JJ) HV BEADE LHV - QERTERMATE X2,000'Mex.- X'92A55 MT. A - 3 G� VARIES Ili....0-60 MV.sljff 2INTO METAL STUD WALLS 083* - METAL STUDS AT 15E.E. 0 -------- 0 6 Oc. "o NOMINAL ------ I Z4 GENERAL LIM17r,631QNS AND, CONDITIQNS OF USE ALUMINUM SLEEVE 12 EQ8 1303THAMW BLADE ACCORMON SHQUER 6063-T5 ALLOY 3/4*.E 1/4 TKCK M4143a a3a SYSTEM INSTALLATION TO METAL STUD WALLS 0.035' C L 114K CHANNEL,, a T MIT A-653 GRADE Q r�m 0 SEPARATION TO GLASS SCHEDULE 3.000 siur GALVANIZED FASTENED TO V i1. MAX. A.S.D. DESIGN PRESSURE RATING, +75, - 75 Cpsf) W (2)10.1/2-TEK SCREWS ON EX15PUG FINISH MILIMMUMMMUMn J,&OR EXTERIOR FACE I AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASM E-1996 SEPARATION 'I(gLENGTH + 1-F MIN SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS EASTING CLASS-_MIN. GLASS 8 {SEE SCHEDULE) I I THRU 3 1. 1/4-0--20W BOLT 4. ONLY ARRANGE 201 W/n24 HV LOCK ARE ALLOWED (21)ARRANGED IN A SYaMETRICAL LAYOUT. MUST PENETRATE I- e USE OY(2)M 3/4*x 11 1/4 n35 (65' LONG, MINIMUM) MUST ALWAYS BE 4 4. O�033*TH EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF ICK Off,MV.STEEL TRACK CPw APPLICABLE CEN7ERMATE. TU A-653 CRADE 40 VA. G-60 GALVANIZED FASTENED 10 SIDS 7T K/(2) TEX SCREW,a,, P43g NTMOR EXTERIOR FACE 0 V O.C. N 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1.1eg ELCO.CON UCTION 1 1/2* 12 38 CENTERMATE n2l APPLICATION WITH BLADE(D PRODUCTS FAB—LOK HO '2*x 0.035"THICK a /6'. 1 1/,Z " O.C. kIinASTL _. GRADE 0 6 COMPONENTS 1,11W G-W CALY.STEEL MS WALL HEADER/SILLINSTALLATION METAL STUDS AT 16'O.C. -EXISTING FINISH AS APPLICABLE SCALE: 3/8"- 1' MP Top&BOTTOM) /4-.6 1/4*X 0.035'THICK 1414. IT,a � EXIS71NG GLASS M 4 6 LV STEEL TRACK CHANNEL. I L -.--_.-_. ___ -z------- --------- 2031 S�GRADE 40 kh.�G-60 SYMMETRYCAL MIN.SEPARATION VARIES INTERIOR EXTERIOR FACE �c TO GLASS t 2 ENTERMATES W/ (SEE SCHEDULE) Max, V,CENTERMAT S W/ ANTERIOR ACCESS SIDE' �'EXTERIOR ACCESS SIDE -Al I ----—------------ ------------------ ------ ------ -------------- ------ ---- - —--- ---I r--- -�W(6"Min.) I (TVP.) 1 4 1 ---------—-- ------—--- ------- ----—-- ---------------- ------- ---OT----;1 --------------- -------------- ... --- --— ---- -------------------- 4------------------ 2)42 21 21 21 21 LocAt 1)AT 12 ------------ -- HV HEADER/SIENDS I VIEW Y (6 Min.) 24 SIDE CONNECTION TO TRACK 12 3 1/4-(Typ.)—.6 J1r(Typ.) 7 6 1/2*MAX.SLACK tCanI.)- BLADE SLACK DETAIL FIVE ffitQ h V"locity H e Zone, HVI3 FLORIDA BUILDI CODE Mon Hig e urricon ."00 02017 EASTERN METAL SUPPLY,INC. 020T7 TILTtCa.INC, BE THA Wim 517E C 0 -N C. w Accordion Shutter System ' KV. BLADE#1 W/OR W/b N.V.WWR DAM AS.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.N. DESCRIPTION DATE I DRAWN ft L.C. Association, Inc. I OLD 15-O65 07/27/13 DATE 07/27/17 TkTr.nP 0155 M.W.ph 54,Ste. f!" 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 E6-0606719 17-107 WALT'ER&07010LUt JG PX 4 1 44107 5 P.E. WIPAkI• QUMATE ROROA Ur. SHEET 8 20 OF 20 BUILDINGS PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR-COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7-l0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �t BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RECEIVED RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) DEC 2 3 2019 ST.Lucie County,Permittin PEAK L11 LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7•-9"AND L-GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE HEE.ATWE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * CORRESPOND DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 ZONE EEAND INTERIOR INE ONE C M END > 15'-20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FORDALLL ROOf ZONE CONDITIONS >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94,4 56.6 SLOPES . >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 -g74 58.4 **L-STORMACORPA SH PANEL >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAwt SHUTTER HEIGHT. >40'-50' 94.3 56.6 1 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 AtAlr* PRODUCTS WHICH BEAR A >50'-60' 97.3 1 58.4 1 130.3 78.2 1 92.9 1 55.7 1 121.5 ,72.9 87.2 52.3 109.9 1 65.9 MNMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vn DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (&S F) FOR ASCE 7-/0 - PEAK ROOF HEIGHT GREATER THAN 60 FEFr�t BASIC WIND SPEED - 170 mph RISK CATEGORY 1!BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) - - 4EPpf (� �E101 PEAK 0-LESS THAN 12-3" L••GREATER OR EQUAL THAN 12•-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60'-70' 91.5 54.9 1677 100.6 84.J 50.6 148.41 89.0 BUILDING SCHEMATIC > 70-_-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >60'-90• 95.6 57.4 175.2 105.1 88.0 52.8 155.01 93.0 >s0'- 100' 97.3 56.4 178.4 107.4 89.7 53.8 157.9, 94.7 REVIEWED FOR > too'- 120• 100.5 60.J 184.2 110.5 92.5 55.5 163.0, 97.8 7120-- 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 ..1�...T I.. CODE COMPLIANCE >.140!- 160, 105.6 63.4 q I 193.6 �A 116.2 t) 97.3 58.4 171.3 102.8 IPe,.�(,� �(��•may.` > 160'- 160' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 111 ........ �, ST.. LUCIE COUNTY > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `�� BOCC >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 .o No.44167 >250'-300• 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * ; >300•-350• 121.0 726 221.9 133.1 111.5 66.9 196.3 1178 - 4 ,o STATE OF >350'-400' 12J.9 74.3 227 1 136.3 114.1 68.5 200.9 120.5 9 .••• tA >450'-500' 128.8 77.3 2J6.� 741.7 178.6 71.2 208.9! 125.3 ZO �G��IO\G``'I}I 1-9FILECopy - -- -- ,S�ONA1.� -- '••uiUEE/ll 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-f0,FOR A BASIC WIND SPEED OF 170 MPH,AND 20,17(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDOW RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/FIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART L.C. Z.)THIS KIND LOAD CHART MUST BE SIGNED,SEALED AND DATED 8Y THIS ENGINEER IF USED TO OBTAIN A ONE TIME BU/LD/NG PERMIT. STORM PANELS ACCORDION&84H4W SHUTTERS DRAWN BY J.)COMIUCrOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. RISK CAT. !!BLOCS D8 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. /09/17 L E C O I N c. WIND PRESSURE CHART DATE 4.)THIS WIND TOAD CHART SHALL BE CONSIDERED INVALID lF ALTERED 8Y ANY MEANS. � ' m 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER fROM)105 WIND LOAD amu SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Bl.TILUT TESTING&ENGINEERING COMPANY B451C WIND SPEED- 170 ph 17-194 Rw..ie1n.s1.s1e..raa vucwu 0140£11$n»lee EXPOSURE O,Kd-0.85. THE CONIRACTDR OR PERMIT HOLDER(e.g.,SPREADSHEET.OPENING SCHEDULE17AKE OFF SHEEN,ETD). Pn"n.i(Jas)e71-I'J]o.I'ai:(aaalan-ISf1 DRAW/NG No EB-0006719 WALTER A TICCIT Jr.P.E. O1O 16"1� ant SN" Of 1 FLOR/DA 4 44111