Loading...
HomeMy WebLinkAboutProduct Approval - krida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... II 104.,.. SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stets®Facts I Publlcatlons FBC Stall BCIS Sita Map I Unks I Search Florida O {�a( Product Approval ^'USER:Public User dQpr 11:' Product Aoorovol Menu>Product or Aoollmtlon Search>Aoollmtion Ust>Application Detail E« FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved 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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 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 p4orida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Summary of Products FL# Madel,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 IT AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,W-11"for Created by Independent Third Party:Yes 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+6 - other spans and ASD ssures. 389.2 Bertha HV Accordion Shutter-Blade E ruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 nd 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 locking Evaluation Reports rod configuration for the HVS blade,W-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation 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 Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 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 Sack Next Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer,Coovdoht 2nO7-2013 state of Florida.::Edvacv statement::Arcessl6111ty Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must pmvlde the Department with an email address If they have one.The smalls provided may be used far ofnclal 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 small 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: 0 W—R it_feal M Credit Card Safe GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS 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 AS.D.DESIGN MIND LOADS AREA 1: HV BL60ES(1)& tUTT BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHI IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 7.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR SYSTEM COMPONENTS 1-20 SHI ANALYSIS. HOWEVER,A WINO DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHI 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 SNI ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D $0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609,01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE()AND HV WINDOW BLADI AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE_ (HERE APPLI,CABLQ -HV WINDOW BLADE Q #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WINO ZONES 1, 2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHE 2.HV BLADES AND FIV WINDOW BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHE 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75' RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHE STAINLESS STEEL SCREWS VNTH 135.0 ksi YIELD STRENGTH AND 180 W,TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHE 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 SHE 6005-TS ALLOY. - MAXIMUM SPAN TABLES SHE ANCHOR SCHEDULE- CONCRETE&BLOCK SHE 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHE AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHE B. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH_ ANCHOR SCHEDULE- WOOD SHE 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE a : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHE HV BLADE 1D&0 WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEI END CONNECTION DETAILS 7-12&X, WOOD SHEI S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5.458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA ,=jiV WINDOW BLADE ONLY 9. IT SHALL BE 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEE 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA `t': HV WINDOW BLADE ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL.BE INSTALLATION DETAILS, METAL STUD VIALLS SHEE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS A.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND 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 FLORA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIENL (e) ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, 10��/jfllJ6/y�j, FLORIDA BUILDING CODE(Non High Velocity Hurrican, 02017 1ILIEC0,INC. ©2017 EASTERN METAL SUPPLY, INC. tii � �'; BERTHA VTM- o Accordion Shutter Sy w w ` ,,t.,E G o E/C. ■ . . w H.V. MADE#1 W/OR W/0 H.V. 1MNDOW 8L �?J /b� y American Shutter Systems ot,N oescRarMON Data oaawN 9r: a f T v TICCIT TESTING & ENGINEERING COMPANY Association, Inc. L OLD 15-085 7/27/1 DATA 07/ •� 1 �\ W55 N.W.ISN.St.,St..305.VIRGINA GARDENS.FLORIW 33is r. V Phone:(305)871-1530.Fax;(305)871-1531 4268 Westroads Drive 2 DRAWING I .�E`•p:/{'3�/{ ,:}�.` ft1� c-..1:tilES-t...Ct d.— West Palm Beach, FL 33407 3 t 7 M .. ivA14�,f °°fi; WALTER A.11LUT Jr.P.E. 4 f!�'1 DATE rLOPMA LIc #44167 5 SHEET A.E. StAt�SIWATUREj 6 1 0F VARIES 1.918' 1" fib,:„ 3b FDR W;a1DON euaE 4A 6 * 1.20 Oxoy q .09 74 4.857" J)HV SOLID BLADE .375�/ . BY 9 90'Z1,00L STARTER 46 QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADEO AV HV BLADE(D (L�)QUALIFIED MOUNT (j� HV WINOOW_BLADE 6005-T5 ALLO R D FOR USE W/ KV 6063-T6 ALLOY AND TEMPER E EE LIMITATIONS OF USE OF BLADE ON SH 19 6063-T6 ABLADLLOY A2 TEM :124t. 6063-T6 373%3.226' 1-500- 5' 2 670' in 3.556" (TYP .994* 1.000' 01 X70' 2 072 $42 q 4.897' 1. .815' 2.092' 4.435* 12 1.375' (�)HV ADJ. ADAPTER WZLIP 0.072" 0.07" _j.920 3.226' QUALIFIED FOR USE W1 HV HV WALK-OVER TRACK BLADED QUALIFIED FOR USE W1 HV HV TRENCH TRACK f L-255" ©HV ADJ. FLOOR TRACK 6063-Tfi ALLOY AND TEMPER BLADE n1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AITO TEMPER BLADE T ONLY. (EO HV RAINGUARD ''42 2 BLADE(j) 6063-T6 ALLOY AND TEMPER OUIAUFIED FOR UE W/ 6063-T6 ALLOY AND TEM VARIES 1,936 BLADE VARIES 1,936* 6063-T6 ALLOY AWD TEMPE 0. 08 _17 .083" .093, 1D 083" .100 .12 X93' on .060, h .093, .060" q .060 6701,a I .1 9 of I 1 670 1.686- 670 3.52 3.,2Q' 3,529"(f 670,"I ? ZSILL 11H V CEILING H HV HEAQER103 HD CEILING HEADERISIL �137. QMUFIED FOR USE W1 HV BLADEGONLY, QUALIFIED FOR USE W/ HV BLADEI)ONLY 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE W/ HV BLADE 1O 14 HID WALL HEADERAILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE V/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A a TI T2 X Y I 25- ]2-t2- 10.1,j FL I- I I- 10.062-1 L 13 2' 5*MAX. 1/8* 1/8' 1 3]- IO.CgO- (2) 2- 5-MAX. 0.192' 0.192' B (13 SIDE ANG .111.1 C20 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5" 7 0.190- 0.190" QUALIFIED FOR USE W/ HV BLADE(2) QUALIFIED FOUSE W1 HV BLADE 0 6063-T6 ALLOY AND TEMPER BLADE I)ONLY. 2" 5-MAX. 0.139' 10.131* 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I I FLORIDA BUILDING CODE(Hon High Velocity Hurricane 0,11 f"k. 02017 TILTECO.INC. (02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM r= ? Accordion Shutter Sys f7LTEco .mc A.S.S.A. H.V. RAM#1 W1 OR W10 KV,WtWW BL American Shutter Systems REV.No DESCRIPTION VAIC DRAWN SY�' TILLIT TESTING & ENGINEERING COMPANY (77 % • rIlAZ' 6M H.W.35th.SL,St..305.%RMU11A WDENS,FLORIDA 331 127117 OATE 07/: Association, Inc. I OLD 15-085 OF Phone (305)871-1530.Fax: (3D5)871-1531 4268 Westroads Drive 2 -DRAWING 1 ORIDN e-..I:Ot-C.O.co. West Palm Beach, FL 33407 -3 .. ......• .... 0 Es-,0006719 4 17-1 I It IVALIER A.TILLT Jr.P.E. '11 FLOWA U�p 44167 5 SHEET E/DATE 6 P. 2 OF 4.576" 4.660* .929' 1/4'-20.1 1/4*-20 -D,'E CAST .74 9.3- 0.334* FLAT HOUSING ENAMEL 1 20- (iSi' T is =ED 6E ST 2-293' .745' S.S M.S. BAKED PANTED 2 TYP USCIA Q N ENWEL rt BAKED G.W19 '.'b ED ' I. CRESS TURN" KNOB. .875" zi a, %4 .4 BRASS CYLINDER BRASS CYLINDER 6:KEYS(CM&E (CHROME;qATM) PLATED) 21 HV CENTERMATE q2) HV FWATING 1.325" 5 6 0 LIFTED FOR USE W/ HV BLADE(D& 1 NLY HTERMA7,M HV WCK HV EGRESS L 6063-T6 A TEMPER QUA IED FOR USE W/ W EILADEQ)&UA ONLY QUALIFIED FOR jE W/ HV QUALIFIED FOR USE T6 ALLOY AND TEMPER oft 6063- (2 If CENTERMATE BLADE(D& ONLY. BLADE(D& (f� A Q ALIFIED FOR USE W1 HV BLADE(_I)ONLY —250'O.O. 2.874' 6063-T6 ALLOY AND TEMPER .756" .922* U;O E N17,16' 2 j�g�2 2C79"4.045"1.753, _42 SCR 'Ewy 9160"AF11 .425" -C's _8 BEFORE RIVETING 1/4-0-20 x 3/4 - g 1/_4"0-20 RI: II S.S. THUMBSCREW *SERFS 9444 AUJ_=-UfA(2024-T3 ALLOY)LARGE FLA L-------1— c� t • SHEU NVISM.PART#0820.AS MAHUFACrURED BY PLAN FRONT ELEVATION (ES HV MALE "T" LOCK CENTERMATE .566!1 L§22� CHERRY TEXTORN.PARSIPPENY,NEW JERSEY 07054 OR LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY q,9 H -FEMALE "T" LOCK CENTERMATE HV 'IT" LOCK HV ALTERMATIVE-LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV BLADE(I)ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEMONLY W/W BLADECI ONLY. BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" 1917 1.917- 3.161 oa0 3' .432 1.03 Oi I CnJNDER OR .062. • 6 KEY CYLINDER .21 in 0.875"Min. 1 .125�Max. W 0 C1 HID CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD �6 16 0 0 Ni 16 QUALIFIED FOR USE W/ HIV BLADE(2)& UA' QUALIFIED FOR USE W/ HV BLADE(j)& UA 6063-76 ALLOY AND TEMPER # HD CENTERMATE'S INSERT VARIES. t2'MIM 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE V% HV BLADE T&(1S 1/4'0-20 S.S.OR 3/8'.-15 1.130' 6063-T6 ALLOY NO TEMPER AD rTHUMUPJ ETAL THUMBSCREV& *1/2 OR (SEE=)I OR KEY Ino Min. CYUNDER 9 f3W Mox. LOCKING RODA @ '75"o (R HD LOCK QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER C6) H V ..ACE1A (37 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. IERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE�)& CA 1 W7 I?_9 1 1 5 INSTALLATION WILL REQUIRE QUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D DVILLED AT TRACKS FOR PROPER EMBEDMENT OU FIED FOR YC,4,X/,jjV BLADEG) FLORIDA BUILDING CODE(Non High Velocity Hurricon 02017 TILTECO,INC. 020B17 ERTHA EASTERN I— SUPPLY, INC. .......... _R_ VT, C 0 mc. Accordion Shutter Sys A A.S.S.A. Accordion BLADE#1 W/OR W/O KV.WNDCIN BU 7 American Shutter Systems CV.N. DESCRIPTION DATE DRAWN BY: I TILLIT TESTING & ENGINEERING COMPANY 9355 NAV.35th.St.,Ste.305,MRGM GARDENS,FLOROA 3316( Association, Inc. I OLD 15-085 07/27/17 OATE-. 07/. Ph...:(305)871-1530.Fox: (305)871-1531 4268 Westroods Drive 2 — —DRAWING 1' Z0191101-- West Palm Beach, FL 33407 3 17-1 I WALTER A.TILUT Jr.P.E. 4 FLORIDAU..#44167 5 P.E. S R'ey&TE SHEET 3 OF SHUTTER ASSEMBLY SCHEDULE FOR IV 1 HV 3/8 0 2 12 M1 � LEAR k%CE 41 TO40 -38 BLADE T1� .0 (D HV BLADE 1 E i 1875-1 J:=. 3i HV WINDOW BLADE 0625- jFpQN X-X .062S HV BLADE 1A I I!I BLADE'S *0 OPENIN ry I HV LONG RECESSED NYLON BUSHING KNUCKLE .0621 39 >1z' (TYP) ............ HV SHORT RECESSED NYLON BUSHING 3 C) R1.7 Cp' 40 HV NYLON HAT WASHER N mpa:t j (DOR 50' BUSHING 111,21'- BUSH ING .3 5.- o Q0 X HV WHEEL CARRIAGE AISI 302-303 SERIES _4� //112,8750* X 0.870-x3/16- THICK NYLON WHEEL. 2 7/8-MIN AHV WINDOW CLEAR 3�0 315"m SEPARATION TV 0.188"0 AISI 302 SERIES S.S_ RIVETS 4 1 3.7500' BETWEEN .0625'� _0625'6250 HV 1 3j4" ACCORDION PIN W/ #8 HEAD EXTERIOR IIs OPENINGS _t 5 3/4^ ON C @ ERS .7 0 EXI]MOR FUNAMN @ HV 2 3/4" ACCORDION PIN W1 #8 HEAD 41 CLEAR BETWEEN TYPICAL HVWINDOW GLAD POLYCARBONATE IMPACT RESISTANT HV WINDOW __LAPS F POLYCARBONATE HV WINDOW I @ (D OR (9or q3 N.T.S. + �EEE NOTE FOR QUIREMENTS) (DOR I POLYCARBONATE IMPACT RESISTANT HV SAYER MAKROLON 3103 POLYCARBONAT RESINS, UV—STABILIZED GRADE OR SABI 2. CLEAM ICE '=Dl T BLADE KNUCKLE FOR .0111. INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REQUIREMENTS Cl Q1 ti (SEE NOTE -F- ON SHEET 19). HV �2'1 (D OR HV b i - cc 'cln (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR cJv BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR POLYCARBONATE SOURCES FOR(9 HV (9 BLADE. APPLICABLE RMLT _TTER ASSEMBLY EXTERIOR TYPICAL SHIJ TMM PROPERrES STIVOffito N.T.S. -g HV Pit R 1,3 AT MFO�MCE XT (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT I @ OE TPRIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D BLADE'S KNUCKLE. (SEE NOTE * FDR SPECIFIC Cmv" AM D792 0.043 V.' 0.043 lb/..' BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. 008 REQUIREMENT! TOME YZID SM1ASTM DGM 9,400 Px.L 9.500 1. FUMM STRSMIR AT YIELD ASM MO 12,500".L 13,400 p-L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHERFUDRIM LIODILLM ASW D790 3x0.0001,.:. 345.0W pa. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IIJFACe NOT17 AS0256 18 FT-t� Fr-tet SHEET FIRE 0= M Ib CH AIZ�CnUFSDCS, WHEEL CARRIAGE DETAILSUOKE DEtiSM ASIU 02843 472% 64.5'_IAK ASSEMBLY LAYOUT PATE OF SUFMC AMU 0635 C-I CLASS C-I CLASS SELF IGNMON ASTM 0929 1040 T Sw WE00219." ASTM 0155 TEN=S%,MMX AFTER YrMMH ASTM 6389302 p L E840 (1) HV BLADE SOLID A HV WINDOW BLADE DETAILS MMI SVISS BUDIZE bSkTtM :,�G ASIU 6-M , B-61 p.. 1 8880 P.1. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane ......... 02017 TILTECO,INC. 02017 E4STERN METAL SUPPLY, INC. Cox BERTHA HvTM Accordion Shutter Sys Im E7�6:.-7e A.S.S.Aw H.V. MADE#1 W/OR W/O H.V. WINDOW BU TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. I 6355 KNV. St,.305.WRCLINLA GARDENS.FLORIDA3316f ts Association, Inc. I OLD 15-085 07/27/17 DATE, 07/, Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ........... —DRAWING l' ­'J:t1t.100—1—m West Palm Beach, FL 33407 3 ES-0001.7 9 1 I 4 17— ER %TLUT jr.P.F ...... 'IAL7 FLOFjDA U.,#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF POURED NCRETE ONC' ANCHORS OR CONCROEIE BLOCK POUREDPOURED {SEE SCHEDULE ON REQUIRED 1/4'4-20x3/4'S.S. CONCRETE--, SHEET t3) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REWIRED CONCRETE ANCHORS FOR {SEE SCHEDULE ON W/ 1/4-20 1, �,i 17 1t30REYSTONE(SEE ItOUNTWO Qi ON SFiEEI 7) _ ,f SHEET 13) NUTS o 12'O.C. (SEE SCHEDULE ON SHEET 13) ' ----- 120814 j' / % Min. 1/4'4-20x3/4'S.S. j Min. i _:___ EO EO NACHINE SCREWS __ T-EQ £Q ____ USING 7f4'-20 NUTS ! ," •.�____ 19 1 1/2't ® 12' D.C. ! i ^ t 250'Ma. --- 13 1 15 �,- lff —13 OR15�EQ.* - --- 1 250'Max. E:D.t`17' LASS /_.E.DE.D.•NOPTIONAL 11 ii 1 r � OPTIONALTO (SEE10 Gus(SEEMIN.SEPARATION TO GLA55 ON 518 1919F ,1 + . � 1 �NG--;" (SEE SCHEDULE ON SHEET 11) � i EXISTING i gAg O� MIN. SEPARATION TO GLASS 'I! G�"'t © +1 (SEE SCHEDULE ON SHEET 11) ;( {I V EXIS HV GIRSS--i C+ + WALL H ADER IN TION 1 {�C HV WALL HEADER INSTALLATION 8� HV WALL HEADER INSTALLATION + KEYSTONE EXISTt I MIN.SEPARATION TO GLASS S,� vx -� ' + 1 4 1 ♦ + i i i (SEE SCHEDULE ON SHEET 11) I I I--Cl TO GIAs(SEEI+ I I MIN.SEPARATION 70 GLASS +I ' 1 EXISTING 1 BLADE i'�(SEE SCHEDULE ON SHEET 11) I+ I FOR m ON SKEET 19 RIR i BLADES CL' EXISTING + 1 i ! .- OPTIONAL 1 GLASS—i I I E.D.!,� i I I ti i ! IIS JI 1 1 4'Mo.. i E. 0:* _ - Max, OPTIONAL 15 M E. D.*(' I= ii 11f2.. LEQfEOk[ rtMin. 1208141 1f4'4-20x3/4'SS. i. ' J , I t EO EQ MACHINE SCRPHILLIPS SEWS US G \\\ TRUSS HEAD MACHINE SCI / ,� \` CONCRETE ANCHORS L SEE SCHEDULE ON I L--CONCRETE ANCHORS %' = '`!,,k(ONCRETE 170818 1' tf4'-20 NUTS 9 12'O.C. POURED CONCRETE SHEET 13) VT/ 1/4'-20 ttt7TS 12' (SEE SCHEDULE ON SHEET 13) j 12- Min. OR CONCRETE BLOCK POU D CONCRETE1 REQUIRED OR C CRETE BLOCK "y ANCHORS WALL UIREQ �' �( L Sill NST L (SEE SCHEDULE ON Q HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION Na FdR COMBINATIaN OF SECTIONS: INSTALLATION DETAiLS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. -EDGE DISTANCE (� ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) BLADE 111A TONt SHEEETU19E FOR \1J HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. to11111L.,41" E1 A1. T/,TFLORIDA BUILDING CODE(Non Niyn Velocity NurriQarn LA,` , l,�V�T�pr,••%=- 42017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. 44 Vi q BERTHA HVTM 7 FT L E C O �N A.S.S.A. Accordion Shutter Sy; ' H.v. MADE#i w/OR w/o H.V.Witte 81. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: ORIF} S` Association, Inc. 1 OLD 15-085 )7/27/1) DATE: 07/. ,. •..•1 �•' /� 6355 N.W.36th.St,Ste.305.VIRGINIA GARDENS,FLORA 3316 ••••••. �1+— Phone:(305)871-153°.Fax:(305)871-1531 4266 Westroods Drive 2 DRAWING I �1f'}}�� 1� �i?{LM e_m,l:LIIIe<oeeol<om West Palm Beach, FL 33447 3 �V ��{.• E8-0006719 4 17—' ViALTER A 11LLIT Jr.P.E. /IMI/!/�• P.E. SEAL/SIGNATURE/DATE FLORIDA Li-#44167 s SHEET Of 6 ' ~ � | / VALID ONLY FOR UP TO +70, -75 PSF A | ---- -- ---�--�� SEE END WALL O C TA SHEM-10-& 18 SEE NOTES ON LOCKING RODS 3®,KV LOCKS12)or@ FoSO.J� ---I_N7 j EXISTING GLASS 81ME SLACK DErAJI,HVF IS VALID FOR ALL BLADE W _HV CENTERMATES CIENTERMATES APPLICATION WRH 3LADE(D / OR SEE END WALL CONNEC EXISTING GLASS DETAILS ON SHEETS 10 - ---------------------- ---------------------— - 3 1/4' 7- 6 1/2' 7- 2-x2-xl/8-.o-2 @ (6063-T6 ALLOY)ALUM, OPPOSING j SYMMETRYCAL ANGLE W/(2) 1/410 TAPCON L11,124* OR@.@ CENTERMATES CENTERMATES MIN. SEPAR, ANCHORS TO CONCRETE t (TOP/sorrom)& 110.3/4-S.M.S.0 12- TO GLAS O.C. W/ HV LOCK (SEE SCHIEt (4)#100/2'S.M.S.TO TUBE FULL LENGHT.. W/ HV LOCK Wor Q AT EACH AND ON SHEET F1 N (Typ) A. _A�--—-—-—-- —-—- {-----— T I !i� d) 1/2 1. 1/2' S + � _0 N&O&WL f I HVB F0 U T� HVQ HVA RED ILC CONCRETE EXISTING GLASS PON +@_@_0+ & REOU ED J\ —————— ——— EXISTING 0*@@*@'@. 6 F @ SYMMETRICAL —1 r MtN. SEPARATION GLASS XISTING F-IN TO CLASS ( @ CENTERMATES 4 LE —---@.C —— @ @ (SEE SCHEDULE @ GLASS W/ HV LQK91K�6 ON SHEET 11) OPTIONAL (INTERIOR) MIN. SEPARATION TO GLASS (SEE SCHEDULE OPTIO�� ON SHEET 11) -—-—-—/_ CONCRETE' I I d, Fo-u-T] ANCHORS 0 1 L._ - 1�*O.C. 41 F z, VARIES 2 Qn3 F6 OT6 1/2- MAX. SLACK I Fo—uT (EXTERIOR) HVE HVF**] HVDFLORIDA BUILDING CODE(Non High Velocity Hurrican, 02017 TILTECO. INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA 14VTM FILIECOirac.'\ A.S.S.A. H.V.Accordion Shutter Sy, RADE #1 W/OR W/O H.V. WINDOW EL TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY-. .% 6355 N.W. 69,St.St..305.MGM%GARDEN%FLOFZA 3316f Association, Inc. I —OLD 15-085 07/27/17-DAM- 07/ 4268 Westroads Drive 2 Phone (305 DRAWING ........ �871-1530.F..:(305)871-1531 MCA:ultec0000l.com West Palm Beoch, FL 33407 L 4 17-1 WALTER A.TILUT J,P.E. FLoRMA tic.j 44167 5 SHEET__ P.E. SEAL SIGNATURE/DATE, 6 8 OF ALTERNATE INSTALLATION W414V "T" LOCK •0, HV 8 MALEIFEMALE "T" LOCKS CENTERMATES 29 & LOCKERS (-h W-1 nl HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION (1) HV BLADE OUT IN �F NG ELADE(DSIACK OEgsmaA INDICATED ON SHEET 6, W/ HD CENTERMATES VD 0 Q� IN CATl.AS UTIES AL FLOATING RUDE(3}DETAtI 1tDLTERN . m 6• 7 E ,O INDICATED ON TIES SHEEE USED WITH THIS ALTERNA INSTALLATION DETAL KVIN THIS SHEET. SEE END WALL CONNEC1 I tQ•Q�Q•QaQ•®� DETAILS ON SHEETS 10 ! i c�-o-©�©•o-®� (bas]-Tc ALan Alun. 35 35 AfvtE W/t2)1/4`9 TMCDN • 5/8• 1 _ NSN RS TO CONCRETE I (OPTIaVALJ 4 tD'rTIO:UL) L— ._ __—__—.____�_.___—�______—_.__—_._�--. — AwTo t+)tN�N/x^Sms.To ntEE i ltoa3t4•sus.o Tz^ I N 33 (a)H.V. (4)H.v. NNro AT EACH ANGLE(INP) O.C.F11I!tANGHT. * IN PINS(iYP.) PINS.VY l•s 5 i1 ISR 30 HV "T' e T]/4 5 3 LOCK (INSIDE) FO I A 1 1Ov a I 1 L i 1 --------------- 5 1 28 29 1 1 1 5 35 AUT 31 oR 32 k3P 2 1/4" 0-20 x 1 1/2" S.$-M.$.SEE NOTE 6 FOR Hv LOCK®• W/ 7/8"0 x 3/32" WINGNUT. 013-HV13 OUT �� 'r LOCK.ON SHEET 5. * SYMMETRICAL HD CENTERMATE: Q HV •'T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W1 J�* LOCK (EXTERIOR) W/�iLOCK ,ANTERIOR) •F SERIES 94N AWNt1iUN HVG* (2024-T3 ALLOY)LARGE FIANCE THIN �w�6•Orn ga,0•�e° SHEET NUTSERT,PART!0820, 10.��W©•��i�i,®qt AS NANUFACTUREO BY AVDEL CHERRY �v.J TEXTORN,PARSIPPENY.NEW JERSEY ®.Q.�m 6�•7�•®oA 07054 OR EQUAL 3 O F SEENo- LO ,o F-0D?.e a HD(a NOD,"—sKEEr 5 UHNFRAAL FLOATING 81AM0 MAX HDG-WND G VAOG FOR ALL CD40WATES APFtX'AMTS 111I77e F.IAOE HDb—HVD'�' FLOATING STACK FJ,itF/ff/Iiiof� +++'' ON A. r FLORIDA BUILDING CODE(Non High Velocity Hurricane iN .............. en`. 62077 11LTEC0,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. /71LIECO ,mc. \ Accordion Shutter Sy H.Y. BLADE#1 W/OR W/O tLY.vaNDo 8L i% i TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: U �:'Q• e Association, Inc. 1 OLD 1s-ass 7/z7l,f DATE: 07/: ` t 5355 N.W.36th,st,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 f n' { 1Al Phone:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING I W1 O a-rnoill EBW..0.1.— West Palm Beach, FL 33407 3 1 rrfraArAd+ WALTER %TILUT Jr.P.E. 4 �— P.E. SEAL/SIGNATURE/DATE FLORIDA 13..1 44167 5 SHEET s 9 OF POURED CONCRETE POURED C POURED CONCRETE ORi J r"POURED C REFS ,ti OR CONCR OR CONCRETE OR CONCR R NCREDE BLOCK WALL �•' y/ BLOCK HAIL RE IRED E / BLOCK WALL REQUIRED / BLOCK WAI EXISTING GLASS / EXISTING GLASS / EKISnNI2MIN. i,CONCRETE ANCHOREXISTING CLASS f 1 ® 16"O.C. � /� 2"MIN..' A E l / LTO CLASS SEE PA ,. I ( MN.SEPARATION 1 1 t .t 1 LAIN.SEPARATION(SEE j SCHEDULE AD SD hl TO CUSS SEE �:' f LAN. i EO 1 EO, TO GLA55{SEE l 11 FOR BLADE(D" i SCHEDULE ON Sf1'Ef i I TO G SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR -+ .' SCHEDU 11 FOR 9-ADE(D (6063-T6) CONT. BLADES Q& q ! —...'—....'-. 11 SHEET 19 FANO 1 11 FOR ON SHEEP 19 ALUlA. CLOSER Bf.ADESO& 1/2' ON SH (LOCATE AT BLADES O& PLATE. (LOCATE 1/2" ` ! j , ( BLADE EITHER SIDE AT EITHER SIDE MIN. ` r ; OF 5 ) I OF 4�) i ! --- i 4 USE 1`OR 2"MAX. ! ---- I 1/2"MIN- ij - I 1 _ =' (AS APPUCABLE)x2"x1/8'.0'-2" /j10z1/2" S.M.S. I ALUMINUM CUP ANGLE r #16x1/2" S.M.S' 49 16"O.C. {{ _ __ ® 16"O.C. �� t 1 4 (6063-T6 ALLOY)AT MIDHEIGHT �t (1) #10x1/2•SM,S-TO t 4 I (2)1/4"0 TAPCONS ANCHORS TO �—�' tYAtt AT t"D.C. (LOCATE AT I t=/ SET SE DED NNECTION 1 0R �' EITHER SIDE OF®) �OR ) OR I SEE DETAIL X FOR OR t� O TRACKS � � SIDE CONNECTION I �LJa®".�:!• 7�A©'10•®a SEE DETAIL% FO 4 6 a 8 10•,�^' ®a 6•(1)-8 10•�3, TO TRACKS a o 6• 7 a 8 40*�a+ t0• 3 SIDE CONNECTION �"'O O� R 10•� 5 • 3�+ 10• S^• 3a 0 �'©•�©•�t° TO TRACKS tO-Qa�7•�a©.�w � o""© �� ©•�`L o ©-� 6`®"' o•70•©�©•U7 '1�Q1^" 6.a.0�,Q•O•@m (E):7 "'ll'��-®m ©•o•/©m®_•1�J•�°" �•I(�^'1�•�m�`®`'` 6a, O w®6B• ®•O°"1®•�"y��,,.^:��1,,•�"' �0/�`�®�ryy"\A-:�J•��®}},,"-lJ•®°A��(T��,,�,�A 8 8u 9• 3o.t 5 a,,{(�:A, ©(�•Q ��'}• (�, ®`�°"�•©`R5'J`�6°°� �:J•4'."Y'U-�:J"�` l'7C7 O � � � �•� l'7•� L!•��`l'i+•�'"\.'l•�at� END CONNECTION DETAIL l!1 END CONNECTION D 2 END CONNECTION DETAIL 4) END CONNECTION DETA ^F REQUIRED ONLY FOR SPANS GREATER THA y POURED CONCRETE AEXISTING CONCRETE BLOCK WALL y_EXISTING GLASS GLASS 4 REQUIRED IAN.SEPARATION �tOxt/z"S.nLSI - TO GVS"(SEE y,' 6r 16"O:C. MIN.SEPARATION V ^'b_`___-__{./�,.�-----__ 6 OR®OR@OR •' SCHEDULE ON SHEEP TO GLASS(SEE _ _ _ ____ ' 11 FOR RADE QAND CONCRETE `\1/2'MIN. SCHEDULE ON SHEET ON SHEET 19 FOR ANCHOR 0—� 11 FOR ELADE(DAND 4 �1 i ------- ---- BLADES _ _ QOft)3OR�ORC CONCRETE BLADES 0& Q 12'O.C.,• ON SHEET t9 FOR _ ANCHOR \1 EO �'' 5 i BLADES D&y3 ------ - ORC aQ� _/ 1/2"MIN. / •y'i ---- ;'�L EQ \ OR(9) V EVJ Y .-2"MIN _ } 2-MIN, ;' ♦ SEE LIMITATIONS OF USE FOR ����'/� i BLADE I9 ON SHEET 19 \. OR OR�OR(g0R� 1 5 . t OR &\I PLAN DETAILI OR X LPOURED CONCRETE OR ® ©•07•+®^10•pa 1O•�a�,F�,,£�,©� END INSTALLATION CONCRETE BLOCK WALL 10,®w©,q'1_1 Y} 11 REQUIRED �y R�:/-©��'�°° @ (D_@ (D_0-®_ (1� HY BLADE OR (1A�HY WINDOW BLADE INT, �•�°"�`O�©•®� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAINN CT N DETAIL Q O O flW®.® ^,1+• � „• FLORIDA BUILDING CODE(Non Nigh Velocity Hurriconl ',T71 „L'::•t `' '^ T�F 02017 TILTECO•INC. (02017 EASTERN METAL SUPPLY, INC. L sF => BERTHA HVTM Accordion Shutter sy rE �v, MADE#1 w/OR w/o KV.WINDOW 6i American Shutter er SySterS TILUT TESTING & ENGINEERING COMPANY EV-No DESCRIPTION DATE DRAVIN 6Y: •'•.A '�{i6 6355 M7,36th,st,,sh,M.VIMUaA GARDE!;%FLOROA 331SE Association, Inc. 1 OLE) 15-085 7/27/1 DATE: 07/: • Phone:(305)671-1530.Faz (305)871-1531 4266 WBstroods Drive z DRAWING I /A�}} e I 0006Gax.00m West Polm Beach, FL 33407 3 "�,.�j rrrY 6. T rl1t1 WALTERBAOTITILLUT1Jr. P.E. 17-1 ^°'�'rii�fer�• FLORIDA Uc,#44167 5 P.E. SEAL/SIGNATURE/DATE 5 SHEET OF • • . . .111 - .1�. :�► •: '•�• t ,• tll�t .�•' •: •�.:al •: •♦ :�11 • t7: cl+.. .♦,. 11 .., IIII I ♦ . mm©' mm���Ciaii'/�®m��''�mm�®m��Lirl • �' �®m�'� ' ®' O�mm���' �' 00mm��'�' OQES" i�I�imEtlE>•EEDE3R�mmm00EE[�Q®iY3mQE3Q/3S'ii ON NEM E7EIa[NEM... �L7Sam mmKOM 17tEE��mm00004m®mAQ400mel EXH0EEmmmE7o0t�E7On[E[�bE7nC� ® ImmdM RA mmEMMIN "=E3E3="ENMUMt�tL7E�HIMM"Qi ml�7samasOQi�Ot�Q"amt 1 .m"ElM an mmEiE�OR�Elmm�d■7dtEOiLImQJEEt7INaMM r -"KNI0[ ENVIEN KAM miaaiE3—"EassmEl•©Q=HZEMMIEEE�oE�nQEEtlEEEEnE�QiE ONmm00E�iE mmpOODd6EmiDEfOEEE O mmODEM83mmalm DDE�OM7[�QpOQt#O 03ml,QNo�DRAW ol�immE7iDOOr�[LlmmEaQ[�ao�mQ7lOwxmmmu lona-s7rEMMERIA" EllawE� mEllE31 , EEQn -sin MMMM=MQMQQpM MP3In" OQwQamlmmEOEDQ® m�QQ[»�O�mR�7d0©M ���� i��EQ�QQOEQ� �O - w MEN MKIMp E7©0 • BY tf#MIWMWM )On mmmEEEEOQ�l3�mm0E�LEE�EE�mmmOonom m MINARAMXWMERIAMmEDA �m. dam"E i©OmmmE�00®oRlmm ' OADDQlmEIO�DOnn6!'�Em��EEiOQpOOm[�LIFi®O 91MEMMEMED niLlmmEEEEo®nusmml�OR�[�t�6lm[[�EEi�©nQm►�monEin QtZ[3OR�iEQE� ' m[�#QlR7E7E�nQiLlmm000QOmmiaE7E�DEf�IDRImmo®nnQm[©mE�F�iiln�bt7ap• �k�dE� ! !" #II�DEEE�QnQmi[7EEDDOniL#mm00[�DE�ILImQISAIMM Cf iL!'��ElQI�OQEIR Qi�QR�i�iQ ��mpKAMVOm�mEOE [l001 EEG33E�3no000O[ iE�3i3�lO �! IDEIEEOnn000[�dOF�iQ ' cz•mmomnno®mmnE�e�nQulmmvE�oc�rQ mmE�oQana�mmQEE3oQQE�oorom®mQ HEmm0MMMMOQ6lmmE7E7000 ®mnnQnnnmm►UMdnQDQ !! mm ooON E3 KAM= �mmE�EEOnQREQF�oQQnn61IIiQE�iE&3onnEmQE�CE�mno MENmmQQlmm00®QnL4mm�Di�nQLLlmmF�DOL�7CEa!ILy3mEEa©OQE7QooQFAaIN IKUO3 is�mimmEEOOonm�mm ■]•�Qoomc�©oonna�m�EaAQOQOE�tEo®QEEQ m.• 6liE3S91M MOON EM E0Qo0Q�mWMINIMMENES" Mw M �RN M mQnQ0m0EEMQQnSMIM M L�E�nnQQOi�nE�©E�OQ mmKM- MMMEMENmomQo "EVERWOg ' Qlomlll oQOmmmOwmm CImmEEmooQtIMMM Mmmwwrf�MQOQQES MAno E�lErlmlaE7==Q ELlmmE�oQon 6lmmdEEnoQ mmE�IIOQQnn fil.>1Q[E3nnnQ E7K7MUSEDREnQ ON Ex MMo��MEni•�ooiv�mmmA �coinmmQoao �mmim�M"o==M KNERnE303o . aml�E�E�pQ00ID�mEnEdOddHI®IUA0I0�HISIN� OQ � mmQaO� � ��d� [I7mM ==O0mmnOonQm®mmonnOQ EYnQQmm��oannnonOtt©pamnnQ mOonnnd6lmmO��n�mQm7QpOVOMMM000Gn0MM=m•30Ma0QQ IKIWXMA mmc�onnn•=mmmn non �1[E�Rsono 6lMAWnM7n�rO0mmn noQmmmmmmmm®mnonQnnQQOnnOQQQtEQE#�®nnQ ®iEimEMonnnommmnonnQommononQ8MlMl nn a Qnmon mE�nwi000EE©It�il®©nnQ MMORlmmnQQon®miOnnQOQ LFmn�QonQOmmnoQQQE]naOnpEEQ mmvonnnaimMA CIUanQu•mmon==I QomQmc�nnoQ0000m®ond� aamoonnnoa•mmnnnn®mmonnoQ®E�oerooao®mmonn000nr�orrc■nn e : . M ! • Q : t ®RlmnQ000a ELlm000QQQ QmoQOQQQ E19wHQnnonQ E�E�nnQQOQ E7[�3LE1® 7Qno uImonnmmQmmnnQQnnmmoQonVMI Q M3 00 - ' ®mQQQmmQmmnoQonHIMSEE nnoO�iE�ioonn==MOM=nononC�a©o®nnQ � • • • omQnnnmQmmVMI SUM XMI iE�E odQonn®mnnnQnn KlwMMM=M OmQQnndQmmononoQ®mnQn=QQ • s HIMERM nnQEilmnnnnQQmmnnnoQnmEsnnnQnnmtmnnnoQQOE#E�OmanQ Smarnonomm mQ n=QQ mono Qomc�n Qonpm®nnoonnom©noon m- MEN�imn�QonnemnnnomoQIL�iEo�oonn�OnnnnnnOtE©noon a��vvo�Qa�s�=oniM=MENvUmMM=iia�sn�dvo���amsvv���ao�oo©®®moo LGinnnnnnQ u�QnnQnnn¢XonnnnnQ EinnoonnQ QnnonoQQ EEOR�E�E7nn0 nnQnnnoQmQnononnm00000roQmnoonnnomiQonooQQamoonnno ®=g QvMcniaomA�ooivvaomvvvv000i��oni4vvanomniAvoaoivvonao®toaoaoie wivM mmm �aMum==: M MMMM Ml=mmM=mmMa •� r' • dr . MUM ,