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HomeMy WebLinkAboutProduct Approval; Accordion Shutter{ni. .9�1. P 1 Z9 r Il y 1 i L 91 ff .� e Rhm 8CIS Home ' Log In - User Registration ' Hat Topics 1 Submit Surcharge Slats a Facts I Publications Contact Us I aCIS Site Map � Links Search Product Approval bda;; s �-- USER.- Public User Product Approval Menu > Product or Application Search > Application List > Application Detail I i) .11., FL # FL384-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived X .vile Copy 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 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Bill Feeley Irodriguez@easternmetal.com Shutters Accordion RECEIVED SEP 0 3 2020 Permitting Department St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2020 John Henry Kampmann Jr. Lv Validation Checklist - Hardcopy Received Certificate of3ndependence Fi 389 R9 'COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF F1389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (I) PDF F1389 a9 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 Product Approval Method Method I Option D Date Submitted 09/18/2017 Date validated 10/ 1812017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 17-108 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Installation instructions Approved for use In HVHZ; No Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 121-3" for 40 psf FL389 RQ 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSMM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,S'-Z" for 110 psf ASD load for HV3' blade w/o window blade and W-11" for 62 psf, 9'-11" for FL389 R9 AE AMERiCAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF 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 +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha tiV Accordion 5hutter-e . i Only- (Non-HVHZ)- Drwg 17-107 Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Limits of Usa 105tallatign Instructions Approved for use In HV112: No Approved for use outside, HVHZ Yes FL389 A9 ti AMERICAN SHUTTER SYSTEM ASSOC. INC. DRAWING 17.107 BERTHA HV AC_CORDION SHUTTER SYSTEM.PDE Verified By: American Test Lab of South Florida Inc. Created by -Independent Third Pally: Yes Evaluation Reports rL389 RQ AE AMERtGeN cHLrrTE SYSTEM ASSOC., INC, DRAWING 17-107 PRODUCT OF EVALUATION Impact Resistant: Yes Design Pressure: N/A Other: large missile level "D . Max, Span is I6'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVi blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and W-0" for 1.10 p.s.f- for HV1A working in unison. See sheets• 7, 31 and 20 respectively of itEPORT.PDF Created by Independent Third Party: Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter COMBO- (Non-HVHZ)- Drag 17-106 Extruded aluminum Interlocking blades retained by tracks (top and botmm)for storm protection Limps of Use Installation Instructions Approved for use in HVHZ; No FLRQ it AMERICAN SH ►TTFR SYSTEMS ASSOC., INC. 389 DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Verified By: American Test Lab of South Florida Inc. Created by. Independent Third Party: Yes Evaluation Reports Approved for use Outside HVHZ: Yes Impact Resistants Yes Design Pressure: N/A Other: Large missile. Max. 16'-0"-span at 30 p.%f•ASD load for Blade i and 18'-0" for Blade.2. Se© sclidjules.on sheet 12, 25 and 28 respectively FL389 Rn AE AMER[CnN SHUTTER SYSTEMS ASSOC., (NC. onaWiNG 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes aaci+ Nett 6a t :: 2601 Olaf' sign Road jal!y +s r+• Ft• ZZanQ zi s�rx,. A§n•a�17.iHht The State of Florida (San ANEW employer, QQW01ht >ap7.7M i Slate uPFtertt7. ;; Rm ncv SSat mMt :: rrasHbtl'tt <tatCnl4nt' ;: Rnfi,nq :Si SeMant' under Florida taw, email addresses arc prim record9. Iryou do notwant your a -mod address teleatcd In tespanse. to a pubt;-rornms request, do not scud elet mmi: mail to tots entity. Instead, contact tho onkc bypnane or DY traWtlonal mail If you have any questions, please contact b%487.1395.-Putsuant to SetW 455.275(1), Florida Statutes, effective Octotkr 1, 2012, Wkasaes licensed under Chapter 455, P.S. must PMW4e nie Depattmtnt with an eman addrosa ir. thcY have one. The amass provided may be used foralftal commuiftation with the licensee; However einall oddreses arc Rubric ream. Ifyou do. not wish to s,ppty a Personal address, please provide We Department watt an email address which can be made avattaMft— e to the putTo cmanim a you are a (ueraee under Chapur455, F.S.. p1at5e clkk Lam - Product AAprovat Itc;eptst =i�®Ma® GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th. -EDITION) OF THE FLORIDA BUILDING CODE INS 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 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 YJIND LOADS 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. - IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.M. AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WE USED IN THEIR ANALYSIS, HOWEVER, A WIND DURATION FACTOR CD=1.60 VMS USED FOR VERIFICATION OF FASTENERS N WOOD. 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 ATL REPORTS: OF THE ABOVE MENTIONED CODE AS PER —WV SLADE(D (t0214.01-03, 00715.01-03, 01004.01-05, #1214.01-05, #0317.02-06. #0609.01-10 AND #021OOT—II AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE —HV WINDOW BLADE d 00505,01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND @ 0725.01-88 AS PER TAS 202 PROTOCOL 2, HV BLADE0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL UMMATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.7$` AND #14x1.75' RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 keJ YIELD STRENGTH AND. 180 ksi TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE KV 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 k.1 FOR 6005—T5 ALLOY. 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. AND SWILL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 12,13,14,15 AND 20 HV BLADE 1) & © WORKING IN UNISON: 12, 13 & 15 S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT ®6'779,582. COMPONENTS OF INS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY, ING. 9, R 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 SHATTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN.. INTRUSION. 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 KV AND HO LOCKS IT- 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 PLACED FOR VERY OPENING. LABELING TO COMPLY PATH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V ACCORDION SHUTTER SY5TEM'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, (D) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i:e, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6) 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 NOTDEVIATEFROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (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.D. ENGINEER OF RECORD. ACTING AS. A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL 'SUBMIT TO THIS LATTER THE SITE RESPECIFIC DRAWINGS FOR VIEVI, (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLAQE CU AND HV WINDOW R1 Anp 61 OMRE APPLICABLE) TYPICAL "SHUTTER ELEVATION &' NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHELF 6 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET. 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR' SCHEDULE— CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE.& BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET15 INSTALLATION DETAILS M—R,, WOOD SHEET 16 INSTALLATION DETAILS S—X, W006 SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3: HV WINDOW BLeD Q ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BL DE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA • .- _ 11 . 11 ....... Ar �"•,� `�c ras 02017 TILTECO. INC. M C O N L:. FLUItIUA UUILDIN A S. - CODE (Hon High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System /yy���' e8-TA&P 0 ' !� \\ . �yS.A. American SITUffl3T Systems ASSOCIOtIOFI, ,Inc. 4268 Westroads Drive West Palm Beach, FL 33407 H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 ILW- 35th. St., St*- 305. MFIQU . CARCSNS, FLORDA 331E Phane : (305)871-1530 . Fax : (305)871-1531 a-muE: 0005®ool.eom 1 WALTER A. TILUTJ, P,E, FLORIDA Uo. 44167 EV, R DESCRIPTION DATE DRAYIN BY: L.C. 1 OLD 15-08$ 7/27/1 / DATE 07/27/17 Op _ �E1 n.,,ERR„ ... 1\ Nb y�' ,ILL' P.E §)✓4LFsf AfURE/DATE 2 - DRAWING No 1 7- 1 07 ft SHEET FCR wvoca 61.cepA �a c 4d S o 0.45c' 1 tta) 371• os� 4.385' .857' 4.999" COVEP.ED ' ER US PATENT f 458179 to H WI BLADE* LIMITATIONS OF USE OF BLADE IA ON SHEET 19 6063-T6. ALLOY AND TEMPER 3.556" .670' 2.226' a 0.072• I D.aY' - 3.226' ®HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE A 6063-T6 ALLOY AAD TEMPER c 1.917' r-083' " 1 -D83' e I .060' Oegl 6U 70; 1^�6' i ,o 11 HV CEILING HEADER QO&IFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUDITY- 6063-T6 ALLOY AND TEMPER t f NDL XNNYMN.L t' 1' .Q6r 1'61 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE tO 6063-T6 ALLOY AND TEMPER 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADED 6005-T5 ALLOY AND TEMPER 3.226' 1.500" .085" N "" •) n 4.897' (7)HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE G 6063-76 ALLOY AND TEMPER VARIES r 1s1s• m $ .083" .iDQ i i .060" 021A 670 3:520' 1�? HV HEADER/SILL QUALIFIE FORTES W/AND BLADED ONLY it ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER ;XQ e) IDA BLADE ALLOY 1 ®HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE () A� 6063-T6 ALLOY AND TEMPER IN a o M 670 0 3.529' 13 HD CEILING HEADER/SILL QUALIFIED FOR. USE W/ HV :BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A I e T1 T2 17 2" 5" MAX. 1/8" I M 0192" 0i,1/982' ' 1189 MAX. 0.190" 0.190" (SA 2' S' MAX_ 0.139' 0.131" 02017 TILTECO, INC. IL ECO .H.. TILLIT TESTING & ENGINEERING COMPANY 6355 H.W. 36th. St., file. 305, WRGINIA G RDENS, FLOROA 33 Phcne : (305)871-1530 . Fax : (305)871-1531 e- 61: tlt-Bool- E9-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Ua j 44167 1.49 ' 1.2C0' � S O5 HV 90 /180- STARTER QUALIFIED FOR USE W/ HV BLADE 70 6063-T6 ALLOY AND TEMPER 2.670' .994" 67 1.W0• 842 'o ��--1.920 (')HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER .VARIES 1.936' ax., ni .4 aI .093" 0 14 W WALL HEADER/SILI QUALIFIED FOR USE W% HV BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER '9 I X Y I ri 2' 2' 0.125" 3' 3' O.G90' �i CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (10 HV RAINGUARD QUALIFIED FOR U�SSE W/ HV BLADE(1) 6063-T6 ALLOY A''FFttD TEMPER CODE (Non High Velocity Hurricane Zonl © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ CR W/O H.V. WNDOW RAM AWING No 17-107 HV CENTERMATE I USE W/ HV BLADE[ 1-T6 ALLOY AND TE14IFEi HCENTEMATEA ONLY N- QUA IED FOR USE W/ HV BLADE 1 & 1A ONLY 6063-T6 ALLOY AND TEMPER I $ol , 1 2JE0' I I_2.750' PLAN " FRONT ELEVATION 2� LOCKER FOR "T" LOCK CENTERMATE CUAUFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 1M.214�' 917 _n Cl HD CENTERIATE W/—Ai QUAL96 F R USE W/ HV BLA -'063 6 ALLOY AND TEMPER ® LOCKING ROD A QU- 1FIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER d :05INS\ALLATION WILL REQUIRE A 7/ 6" HOLE DRILLEDNAT TRACKS FOR PROPER rdRFDMFNT 2.874• 1.756' .922' 0 0 �8 HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t 1�ONLY � 6063-76 ALLOY AND TEMPER 4 6063-T6 ALLOY AND TEMPER ""0' `6 4"'5"o © HV 3/8"0-16 ACETAL THUMBSCREWS QUAUFIED FOR USE.PJ/ HV RIAna P.E. EA A. T, (24 'MV CORNER CENTERMATE Q (f ALIFIED FOR USE W/ HV SLADE(Jt ONLY 6063-76 ALLOY AND TEMPER QUAUFIED FOR USE W/ HV BLADE 6063-TS ALLOY AND TEMPI FLAT ice/ 1/1-20 cAsr ® Do7EADm HOUS!N.. E.V. 61 S.S.M.S• B:.xED PN1aED (2 TYP.) G 03Y8. � �I^ m 775" 318" ERAS CYU.VD511 ✓: KEYS (CHRG"Ir HV LOCK .975' QUALIFIED FOR USE WV/ HV 13LADE 0 & , q ONLY. 3.161 .0 3' i 4 Z 4 1 1. 6 V � .40 3�3 HD CENTERMATE'S INSERT .QUALIFIED FOR USE W/ HV BLADE ©A 6063-T6 ALLOY AND TEMPER E-71 '-BRASS CYLINDER (CHROVE PLATEO) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY. 250. O.D. PLASTIC HEAD , �j518 2 • MOLDED TO m m�II7I--'1{IFL SCREW - .825" nt360' AFTER RIVETING n 1 /4"0-2D X 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4"ID-20 RIVNUT* *SERIES 9414 AWIdL\UM (2024-T3 ALLOY) LARGE FLP74GE MIN 822"I SHEET NUTSERr, PART 1 0820, AS MANUFAOIUREO BY AVDEL CHERRY TEXFORN, PARSIPPENY. KEY' JERSEY 07054 OR EQUAL ® HV °T" LOCK BY ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE 01ONLY. BLADE 10 ONLY. AW �J .545' 1 n o�ow O o 0 N o cm m b D 0 804' Do `THUMBRJRN CYLINDER OR KEY CYLINDER 0,875' Min. t 126" Max. m q THUMBIURN CYLINDER OR KEY 1.57 Ml- CYUNDER 1.78" Max /4`0 7' 34 D LOCK liV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. S.S. TUMBSCREWS pUALIFlED FOR USE W/ HV BLADE 1�& �AIED FOR USE W/ HV BLADE 0 FLORIDA BUILDING CODE (NoHh Vocity Hurricane Zonl0:7� ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL EC O �N�. A.S.S./�■ Accordion Shutter System FLK BLADE #1 W/ OR W/o KV. WINDOW BADE TILUT TESTING $ENGINEERING COMPANY American Shutter Systems my. K DescalPnoN GnrE DRAWN 6Y; 6355 N.W. 36a' St.. Sta. 305, MGM GARDMS, TlOROA 3316 Association, Inc. t OLc. -maLD 15-085 7/27/1 OATS: 07/2.C. Phone: (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 2 77 9n: 0006719±.um West Palm Beach, FL 33407 3 DRAWING No VaLTER A. TILUT Jr. P.E. 4 7-1 �7 FLORIEA L±9. 0 44167 LEEEtj SHUTTER ASSEMBLY SCHEDULE FOR HV O HV 9 70 HV BLADE 1 HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING Q HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"0/16" THICK NYLON. WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN 1V/ #8 HEAD 4U3 HV 2 3/4" ACCORDION PIN W/ Q8 HEAD k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW PIN REAUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I I :HV V 1 (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U OR HV 1U BLADE. TYPICAL SHUTTER ASSEMBLY N.TS. (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. 10.324' (3) HV PIN ® OR ®3W/ 1/2" O.D. 1/16" THICK S.S. WASHERSHALL zg> BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET IUD WHEEL CARRIAGE DETAIL N.T.S.. N.T.S. ASSEMBLY LAYOUT N..S. TO BLADE E E BLADE'S 'D OPENIN KNUCKLE (TMP) FLAT PORTION B 2 7/8' MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR 12' TO 0625 _�--___ ' i BLADE .0625' TSECf10 �%-x .0625 .0625" 6 3/' ON CENTE D(ITR:OR E1 AT N TYPICAL HV WINDOW BLADE dj AND POLYCARBONATE HV WINDOW DETAIL Xlc EOL)CARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR APPLICABLE R59.T TTPUL PROPERTIES STAX, Pnn a REFTFETlTE X.atFx Mcvauwl isv sSECIFIC"GIUM AM 0792 0.0.3 lh&' 0.043 0An TDISILE VELD STP.EMGTN ASTN 0658 9.400 Ps.L 9 0 p..L F=URAL SIRIN'M AT VELD ASTN D790 12,EM p.e1. 13.400 P.1 FLEXURAL I1000LUS 91FAR: ASTM 0790 340.wo p.a.V. 345.000 R.Ai NOICNED IZOD FlPF R�JRNt_ N�f decal. 0.5TM 0256 18 FT -min 17 FT -DC SMGKE DENS7IY ASiM D284J 472 A 645 .". MAX PATE OF BUFNPIG ASFU D635 C-1 CLA59 C-1 CUSS SELF IGMMON ASTM D1929. 1040 'i 980 'F V•'Ea1NE4NG: ASTM 0155 TDbLLE SIREICM AFTER WTATNER"NG ASTM 638 9302 P.aL BUD p.,i. TENS4E STRESS BEFORE WFATNERNG ASM 638 8461 p.,.0 6880 p.sJ. 41 `, •I�j• ✓ �% �p�� '• Aga ��•., h�i)�1�4`.! �� a! •` _ ............ S�ohi,al~ ��� 1L1t AePrrr P.E. SEAL/SIGNATURE/DATE 02017 TILTECO, INC. It E C O� FLORIDA BUILDING A,S,S�A. American Shutter SY stems Association, Inc. 4268 Westroods DriVe West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/o H.V. WNDOW BADE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. J6U. St:. Ste. 305. Y,RCBM GARDENS, FLOREA 3316 Phone (305)871-1530 . FLAX : (305)871-1531 e-mail-, tfI�ea ft .cam WALTER A TILLIT Jr. RE FLORIDA LC. Q 44167 EV. N DESCRIPTION DATE DRAWN BY: LC. 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 DRAWING No 1 7-1 Oi 3 4 5 SHEET 4 OF 20 6 1 SEE rA1% (911� rN LXG7s s' °� aA@.'(5)-C2ti 18 TYP. FULL It 1 HEIGHT. (iJ2oxlgeR©•�7 a+Boca1D.�,en ��o � o�©•o� 18 ®*n70.19+ 13eR19,Q5a+1©•� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDITION 111: ONE HV LOCK @ or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BFf:LOW 112 OF SHUTTER SPAN FOR SPANS UP TO 1051" AND FOR INST TIONS T ANY ELEVATION. HV LOCK +,24or 4j MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACNEO 70 OR U CENTER6UITES W/(2) 1/4'm-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHU7TER ELEVATION. F DESIRED, PE LOCKS 2 . (5 OR Q9 MAUP To TWO w Y IBE USED FAN NOR S ER OR OUTSIDE LOCK. CONNECTION OF LOCKSRFORIAANCE OR FOR SECURITY ETO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCH ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL _ IV WHEN MAN rY CONDMON A WOW HV,OMS). LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS i0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 42- ONE HV LOCK Q3� (a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 6 or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERL41NED AS PER SCHEDULES SHOWN ON SHEET 12. 5. ONE ALTERNATE HV LOCK •MAY BE USEQQ IN LIEU OF HV LOCK or FOR ANY SPAN AND INST 7IONS AT ANY ELEVA710N. AL ERNATE LOCK Q6 lAAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF i/4"0-20x3/4" S.S. THUMBSCREW TO �1 OR CENTERMATES SHALL BE MADE Yf/ 1/4'm-20z3/4' ALUM. RNNUT AS SHOW/N ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USEDAi i/2 OF SHU(TER SPAN OR TVIO LOCKS AT 1/3 CF SHUTTER SPAN. 6. MANDATORY CONDITION /3 FOR N MOUNTING-Ih 1I A N ONE HV LOCK @ or d or @ 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 96 AND FOR INSTALLATIONS AT ANY ELEVATION_ HV LOCK @ or � or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ Or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S:S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CS Yl/ (56 OR (p TOP AND BOTTOM IS COMPLETELY MANDATORY, *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. SECOND ALTERNATE TO MANDATORY CONDRION VAUD ONLY FOR HV 'I' OCK ( AND GEti MATES AND ONE ALTERNATE HV 'T" LOCK 6aj MAY, BE INSTALLED IN LIEU OF FA! LOCKS V3 OR 255 FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK 0,tMY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK S�Q INCLUDES USING REINFORCING LOCKER q7 , AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE CONNECTED To CENTERMATES @ AND @ W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8' RNNUT_ LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ig TOP AND BOTOM IS MANDATORY. xN0 ES 7?�_ HD LOCKS & CEN ERMATES• 1• -u. .r(ERMATES.w OR I3- W/0& • ONE ALTERNATE HD LOCK 3a MA�Y,B,�E USED IN LIEU OF HV LOCKS (2d+ OR (2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK CJ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK aJ TO CV IS %V/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT (l AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS LTA IS COMPLETELY OPTIONAL - VItN —wD.v WUL k5. 1I xxlyrl velocity nurncane Lone 1144 ............I%'''" Y V� 02017 TILTECO, INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM z �_RL=o INC. A■S■S.A■ Accordion Shutter System b / �, 4 ; American Shutter Systems H.V. BLADE #1 W/ OR W/0 H.V. WNDOW BLADE +pO •..• F QF �.,,0! TILLIT TESTING & ENGINEERING COMPANY 6355 N.w. 35th, s4. sw. 305. Y Association, Inc. EV. N DESCRIPTION DATE DRAWN 8r; L.C. .•• •,� ..........• MR"M WDDP , FLOMA 3318 Phan.: (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive t OLD 15-085 37/27/ir DATE 07/27/17 2 ••• •,• ,s /' 1111� 0NAL E� 9r.eRE West Palm Beach; FL 33407 4 DRAWING No -S IG1 P.E. S&7SV,0fURE/DATE W��EB-C¶`67 FLORIDA Lie. 9 44167 17-107 5 SHEET 5 - 5 nF gn r--CONCRETE ANCHORS POURED CONCRETE POURED POURED I (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) RE 1/4'0-20x3/4" S.S. REQUIRED REQUIRED _ CONCRETE ANCHORS MACHINE SCREWS ! (SEE SCHEDULE ON Y!/ 1/4"-20 j ...�F CONCRETE ANCHORS i yt OFGR / i / 17 18 A EYEI0.NE (SEE IJGUNIINC®ON SHEET �7 (SEE SCHEDULE ON SHEET 13) /- ) �'! / j SHEET 13) NUTS ® 12" O.C. ,'__� 1 Z ORv Min' 1/4'0-200/4" S.S. EO ED MACHINE SCREWS' 1 / Mr°' 1% i�/f USING 1/4"-20 NUTS i 19 rE EO / 1/2• I a 12' O.C. �l E. D.« j!'J I I .250" Max. pl, 13 OR/�.j13 OR 152. i i .250" Max. t' o: i rM OPTIONA4 i\ -OPTIONAL i IDd SPAAATAxt . i TO MASS (SEE y+ { L 1 �®v r I 1 OR 1* i 1 ' MIN. SEPARATION To cuss 1 EXISTING �� 1 I I r 1 D'nNG --I'--(SEE SCHEDULE ON SHEET 11) GLAS I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) LASS EXISTING � G��' ©HV WALL HEADER INSTALLATION HV WALL HEADER. INSTALLATION I 8O HV WALL HEADER INSTALLATION +KEYSTONE IXISDNI CLASS----! rajyArr - I7M_-111) MIN. SEPARATION TO GLASS 1`O QAM (EEEEr 1OR 1� 1 1 POSTING ! (SEE SCHEDULE ON SHEET 11) Ly 1MIN'SEPARATGLASSi(11I.11 rSH ET 19 RIR ' (SEE SCHEDULE 11 1 FOR SI 19 Fat 11EXI wsOPTIONAL E.Or.t r Mar./4" Max. „� i r__ I ✓ E. D.� f J s 'i% i i i i � �jEO.• ,' / i � 1 r / � LEO / / i . i/2" i 13 OR 15 { / j /_. -� EQ 12 oR(R 1/4'0-20x3/4' S.S.-A9n. LED EO PHILUPS TRUSS HEAD / 1J \i/ 1/4'0-20x3/4" S.S. PHILUPS 4 ' / 17 oR 18 MACHINE SCREWS USING L / CONCRETE ANCHORS -�- ` CONC RS ," .f /� �J 1• 1/4"-20 NUTS ®12' O.C. y-- (SEE SCHEDULE ON -�U55 HEAD MACHINE SCREIYS POURED CON (SEE SCHEDULE 0 ET 13) I 1," f Nn. POURED CONCRETE SHEET 13) Y!/ 1/4"-20 NUTS ® 12" O.C. OR CONCRETE B t !� i OR CONCRETE BLOCK WALL REQUIRE tJCRETE ANCHORS REQUIRED OODD HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14)OULE ON OW —WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR CCGBINATION OFAFCI� INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SMJTTER • E. D. EDGE DISTAtJCE - ASSETABLY ♦SEE L1IATAON S OF USE FOR T H V BLADE AS MOUNTING SECTfONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET S IN ANY WAY TO SUIT ANY INSTALLATION. I� 01 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1C ENSF,,,'�yi ^= 02017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVT. A. "IL E C O �N�. .S.S.AAccordion Shutter System kV. MADE #1 W/ OR W/O H.V. WINDOW BLADE �0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems / p L• EY. N DESCRIPTION DATE DRAYIN BY: L.C. /�}•.•••••, C o i� r• ••• �V '1\` 6355 N.W. 36•.h St, Ste. ZOS, NRGiNIA GADENS, FLOWDA 3316 A`ssoclaflon, Inc.I1 OLD 15-085 7/27/1 DATE 07/27/17 Cr (�^ Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 S'OrrT ae-mail:taeeaosaol.aam West P01m Beach, FL 33407 3 DRAWING NO .fNerr EB-0006719 /..f" •'� WALTER A. ILUT Jr. P.E. 4 17—� 07 P.E. SEAL/SIGNATURE/DATE FLOnA Ur g 44167 5 SHEET 6 6 OF 20 POURED CO'CFETE ANCHORS CONCRETE ` (SEE SCHEDULE ON SHEET 13) tjp REQUIREDEDG ' Soa.� Oa SFFfi' E O SAG 1t FVt w.T OAm Rf' ,''E.,. / ir .' '/..'I /•.%,,// ,'.�' ii •/// • J% � /•, APPLICABLE EXISTING 8-"Es (D GLASS-,!. ALTERNATE l•''�:ti a ,, I ANCHOR LOCATION i r; H 11 GR ,3 ER,S I t1H E00E OFSLAB IF ICI SWARCMIAPFLtCABLE to rA/ "(SE.SOEDUE atSN0'RI I FCR SLAM SDHN1 �-., POURED- aRADES02(0 I T OR !� CONCRETE l REQUIRED © HV CEILING INSTALLATION OR @* EXISTING GLASS- LVI EXISTING GLASS 8 EDGE OF SLAB IF AFPUCABL.E POURED POURED--L Ilj—' /—' - / % /i: i :J f ,rf -� / p ''.�r' �•' / CONCRETE D• CONCRETE FLAT HEAD CONCRETE ANCHORS -' REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) E. D.• E, D.+ (SEE SCHEDULE ON SHEET 14) L1) BENCH INSTALLATION THY WALK —OVER INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. ©I HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 I 1m1:.EFARAM4 I Y s0 aws '910X3/4' HEX WASHER HEAD TEK SCREWS a 12' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) rffr ,� f✓/ EDGE OF IF I I I -I S5FA2xtpN I � i 1 I.La ro C4/55 I 1 11 1 1 11 II OF IF ro N ' 1 CONCRETE ANCHORS G1A5-. L_Ft AYE O (SEE SCHEDULE ON i , I , SHEET 15) rrw DIf.ILE7[ rAFcav w/ EXISTMG. 1 1 s EXLSTICIG—j I EXISTING AD'/A'KED 7THIM W/ Q GLASS —i . t GLASS 1 YNa 5'FAN.ip1Y ro W/SS % O GLA54�-i— FASTENERS 7GY ORr/4aIS+ORS ram!/ I / _ (g SCF£EIRE CN shxLT 111 : ' 1 -, IN:a FNDIDATON ro MAX. 13/4• ION. EMELD'mir O Ir QG FOR UP TO E•-0- SPAN AND / 4' O.C., PoR SPpt$ LARGER �V.V 1 , 1/4' •/ 1 1 LANT LE' 1E 6-0. 1YAK AFPIY -MAX, i(r NI '. SEGW7 AT .) (111 trim NFiO F� 3 OR 15 �' Q10x3/4' HEX ! :k �'/ S •) (98E HOLE t aN 1 2- Pi. j 1 &e0. - SHEET 11 FOR"UMTA 3 B' / 1 / I 1 1 11111 I . - K WASHSCREWS . I CONT. 5Ewv17 ' rMAX. #14x3/4" HEX READ �1 3 8' ® t2' o.c. ri �`- j�//.N TEK SCREWS (9 9' O.C. I �- 1 �3/B" a / 1 f •Li A'l'%'f OR 1/4'C-20 S.S. lAS, I CONCRETE ANCHORS '-_-" ��O 3/ �14x}/q• S,D.S, I.' I J'- f _ i I i i i; • / �' :/ f/4'C-zO.3/4' SS MS W/ NUT ® 9" O.C. (SEE SCHEDULE 0.1 1 / 7 ® 9" 0. C. 1 I I t 7 4 • ,. / 1 SHEET ta) f (2 7 MC:. Isl• .' jJ a lii• oar-z0 NUTS ---T :??---- - ! f 1 i GR 16 I I I J f�1 O t/2'----1 • ! % E>OmNc NON mlucruRu ' Ir J / ' i • EDGE OF `', r 17 R 18 I2.00" MIN.YJALL J/ � fl if /// f .SLAB IF fr f" r r 1 E.D. SILL) TRIM (OECORATI1c i %' 1 7/8", ` /•t 7/8" f J APPUCABLE` I d" �% �/ �14r3/4- F.H. S.D.S. CONCRETE ANCHORS SEE NOTE 13(b) L='•P4` MIN. . ® 9" O.C. - .POURED CONCRETE // / / �. ✓ / POURED CONCRETE SEE SCHEDULE ON REOUTAEO ( ON SHEET 1 SEE NOTE 13(bj �. E.D.,. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 I • . REQUIRED OR CONCRETE BLOCK GPrroTNAL POVETE REQUIRED M KEYSTONE MOUNTING INSTALLATION coNCRETE KO HV WALL FLOOR INSTALLATION © HV WAIL WALK —OVER INSTALLATION Q MA nIAu� Ate- GL_M PR-rNTI +G4IN sT REQUIRED VAIYDNUM SHUfFER SPAN 8'-0• t_ CJ HV RAINGUARD INSTALLATION t ROIL* LJ-OTE FOR COMBIVATION OF SECTION; 't' THIS INSTALLATION SHALL BE - ' E. 0. EDGE DISTANCE REMOVABLE WHEN PERFORMED I- SEE SHEV 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS. ON SHEET 13) ADJACENT TO AN OPERABLE EXIT � SEE UM IONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE ON SWEET 19 2- MOUNTING SECINSTALLATION DETAILS WZ T HV BLADE SECTIONS CAN BE COMBINED ' } IN ANf( WAY TO SUIT ANY INSTALLATIOIL FLORIDA BUILDING CODE (Non HighY Zorn Velocity Hurricane 01, ` a2017 TILTECO, INC. 02017 EASTERN METAL SUPPLY, INC. o�cENs�. �> BERTHA HVTM * € IL E C O �H�.\. A.S.S.A■ Accordion Shutter System H.V. MADE #1 W/ OR W/O H.V. WINDOW BLADE gyp'• .(�i American Shutter Systems : •� 1� TILUT TESTING & ENGINEERING COMPANY Y EV_ N DESCRIFDON DATE DRAWN BY: L. 635` NY' 3GIh, St- St*, MS. VIGINIA GNOENS, FLORA 731E Association. Inc. 1 OLD 15-oa5 7/27/1DATE: 07/27/17 L �p Y4 •..•,.:.• ��. �(* Phone : (305)871-1530 , fax : (305)871-1531 4268 Westroads Drive Z /pIVALEN� Y111 a 61: 64e.67191c� West Palm Beach, FL 33407 7 DRAW7ING No .dl..... YR00A Ucut J, P.E. 4 / 07 P.E. SEAL/SIGNATURE/DATE s curry --- -- LIIM SEE NOTES ON LOCKING R005 ®, HV LOCHS � or OUT Bo IN �/—ExlsnNc cuss INSTALLATIONS Wf 1 HV ** AND ALTERNATE HV LOCK ®ON SHEET 5. / BLADE SUCK DETAL HVF IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERl:ATESAPPLICATION VATHBIADEOI . I QOR®Oa ©e OOa®tP,O ♦OdY SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 1$- Qs•®DR©•p�RO.�oA-------------=--------L------------------ -� 2'x2'x1/8-x0'-2' 1 ' ®. Oca �. ©a: 19 •O$ 3 1/4• Y 6 1/z' (6063-T6 ALLOY) ALUSL 7• ANGLE w t/2• 'i OPPOSING /(2) 1/4•o TAPCON I SYMMETRYCAL TOM —. — — — —. —. — ANCHORS TO CONCRETE I ©�® (TOP/BOTTOM) ) & 1 CENTERMATES MIN. SEPARATION (4)010x1/2' S.N.S. TO TUBE #10x3/4• S.US. c 12• CENTERMATES AT EACH ANGLE (TYP)� i O.C.FULE LENGHT. W/ HV LOCK � or i25 W/ HV LOCK �2i4 o �5�` TO GLASS 5 1 ®a IN (ONESHEETT 11) --� 35* � 3 I I t — - — - — - — - — - - - — -- --- - 5 90 5 * 1 1/2. 2� 1/2• @ m 1 O t I our HVA HVB e HVC C,i ea 6 oa 8 6t10 13 � POURED CONCRETE OR * 7 EXISTING GLASS tr CONCRETE BLOCK WALL © © ® O O !--------- 10+@-&@R(D-®-_ / REOU ED ExlsnNc 5 ` e 1 8 8 • 7 ca ( SYMMETRICAL �6 • 70 • ©°R� 70 • ®°° cLAss — j` — — — — GLASS 8 >3 ��.�5 I`Ex1snN o 1 CENTERMATES * 6 IN 6 �t 1 8 ea g . r"hN sEPAnnnou iy �— i T —©`® J GLASS W/ HV LOCK ('Lbl OPTIONAL ©i O ©` O O ® (SEEOSCHEDULE 5 �' MIN. SILRAnO� — — — — — — (INTERIOR) ®' QMt Q' O� 19 a O ON SHEET 11) j f TO GLASS ��51 - (SEE SCHEDULE I N pPTIQNAL CJ oa ©+ ® ----- ON SHEET 11) (INTERIOR) _ - _ OUT---------pvr, ---------------- �✓, I{ CONCRETE'` ---------- ----c� * 5 ANCHORS C.Zv-3 VARIES OUT �f f! �^ 6 1/2• MAX. SLACK. OUT 3 "c` (EXTERIOR) HVE HVDCQ —�77J HVF** 111Ju�A/.a..,,����P 1 ^: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zont 02017 TILTECO, INC. ``, • '�`L` CNS J✓9 e+ 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A. IL E C O �N�. .S.S.AAccordion Shutter System H.V. DADS #1 W/ OR W/O H.V. WNDWJ BLADE Le,_7• P4 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. N DESCRIPTION DATE DRAWN BY: LG FFFF 6355 N.W. 36tR St., Ste. 305, VMGINm GARDENS, FLMZA 331E Association, Inc. t oLD is-aBs 7/27/t DATE: 07/27/17 �. �`�••• liLa IT11� •.G� Phona : (305)871-1530 . Fax : (305)871-1531 4268 Westrocds Drive 2 G\! t1T DRAWING No S��NAL �� J1 a -ma: 4 00671 I.�am West Palm Beach, FL 33407 3 EB-0006719 "-I"i //lljljl' LVALTER A TILLIT Jr. P.E. 4 1 7-1 0 P.E. SEAL�SIGNATURF/nATF FLORIDA U. ® 44167 s F-L — / N ALTERNATE INSTALLATION WfHV 'IT" LOCK 60A HV MALE/FEMALE "T" LOCKS CENTERMATES �2�9 & LOCKERS (2� W/ n HV BLADE SEE END CONNECTION OUT 3 DETAILS ON SHE rc 10 a. 4s IN ��EA51^G GLASS BUDS 0StA.0C MAIL WF, BfD:CATED ON SN2ET S. 6 7 8 O•®m Om�fc 10 AS Meat. AS WAVERSAL FLOATU& BLADE ©Due IMCATED ON iH5 SHEET. MAY BE USED WITH TH AUFJteA I'MAL1An ETA SHbAY tN 1HIS SHEET - ©•O©m©•O.®fa (HB/YTB ALLPn /LUY. ' f tto ca\ Ft e 'Q�IOAI/2 `S�t1/4 roGT�f1EE AT CAar H101L (M) I L_______________-._,___—_,-._--__—__----__ rrBfOrJ/4• S165. 0 12• /I m oe. F.LL U.'.. --_—___—__ O* IN Y. (��ML) N_ 5 11 � • @ 30 LOCK T&SIDE) r-l1� L_IE NOIE 6 FOR - LOCK® LOCK, ON SHEET 5. 1 SERIES 9444 ALUMMA (2O24-TS ALLOT) LARGE FLAN' TMN S1tFEr kU+Sail, PART a 0820. AS f/AtMA. URED By ADEL CR71RY 1EWORrf• PARSOWfr/. NEW JERSEY 07054 OR EDUAL. ©0 HV "T" LOCK (OUTSIDE) P.E. No OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 L VG* INSTALLATION 0 HV BLADE W/ HD CENTERMATES D--6� 6� ---- --------- _T IN _ (4) H.v. PNS (1) (o W HD8—HVB OUT (OPnchAq HDC—HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ QA* LOCK (EXTERIOR) W/ LOCK (INTERIOR) Epp —Hy ** FLOATING STACK tA.F' 02017 nLTECO. INC. f7:L ECO,Nc. ,� TILLIT TESTING & ENGINEERING COMPANY A r 1\ e]Ss tI.W. ]6th. St.. Ste. 305. VIRGU44 GARDENS, FLO.RDA 3316, ....... ' ... • \ Phone : (305)871-1530 . FaA : (305)871-15341 L�,LL7111A e-maER-CID67191.com ,"III/r/rF VlALTER A. TILLIr Jr. P.E. /CIt_NIA'n /n ATc FLORIDA Uc 144167 A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 I3m # SEE NOTES Wt LOCAM ROGS© N .0 toes ON Bf1EET 6 ## U-MM. FLCADNG ELCE(a MAL h.DO-M9 M VALD NB AL CENTM6 TES APP1ICA110:15 WRH BADE Q )n High Velocity Hurricane 2017 EASTERN METAL SUPPLY. INC. YGfl ■ "" AV TM Accordion Shutter System. H.V. (BADE #1 W/ OR W/0 H.V. WINDOW BLADE ;AWING No 17-107 POURED CONCRETE DR ! / �/� ! CONCRETE BLOCK WALL -� � l POURED CONCRETE OR CONCRETE /� _. POURED CONCRETE OR CONCRETE / POURED CONCRETE REQUIRED �� / ! BLOCK VIALL REQUIRED + j/,' BLOCK WALL REO(ARED I / ,/ OR CONCRETE BLOCK WALL REQUIRED „ CONCRETE ANCHOR'S /' © 16' ! EXISTING GLASS �! - / .,✓, / EXISTING GLASS i _ _ % / j- — -� I / ' EXISTING GLASS/F I /�! j EXISTING O.C.— j MIN., "I T- — j �� i f PT / /f f/ PARATION — 2" tAItL. GLASS t �F �'`r , TO GIJv'-5 (SEE ����/' ^ �1• / I- 1 ED '"i i 1 + EDfI'/ MSL Se!'PRA7IGV TO. GLASS (SEE �' ! SCHEDULE ON SHEET i / 11 FOR BLADE SAND I / f/ / �` MN, SEPRRATIOt! TO CLASS (SEE j // 1 1 I I I� 1 I . EP.il. SEPARAIM I 1 / S�CffM8E ON SHEET 1/16"x3• MAX. Ou SHEET 19 FOR ^/ SCHEDULE ON SHEET I / 1 i I TO OIASS SEE (LOCATE AT 11 FOR GLADE I AND 1 ON SHEET t9 FOR (6063-TG) CONT. ALUM. CLOSER BLADES Q & i -f - 11 FOR BLADE (DAND i ON SHEET 19 FOR 1/2- .rr % SCHEDULE ON SHEET 11 FOR GLADE 1QAND Errwrp SIDE BLADES& Q� PLATE. (LOCATE 1/2' MIN ` EfA0E5 IQ& 1 ON SHEET 19 FOR• BiFDES tO&�• OF(D) AT EITHER SIDE ` I r 1 1/2" MIN. I °F®) I I + ` •P USE I` OR 2' MAX. #10xi/2" S.M.S. 1 (L10x1/Z' " O.'E I 'O 16" O.C. I _— ----,.�`' AS APPUCABL C E)x2"xt/a"s0'-2" I _—__- -—) ® 16' O.C. r --•�—' .I I 4 ALUMINUM CLIP ANGLE (6063-i6 ALLOY) AT MIOHEIGM ` 4 / (1) #10z1/2' S.M.S. TO®& (2)1/4 0 TAPCONS ANCHORS TO I SEE DETAIL X FO& ♦ ) OR WALL AT 1" O.C, (LOCATE. AT ♦ OR ® SEE DETAILON X FOR t..OR SIDE CONNECTION EITHER SIDE OF Q) ) OR O ©O1®« 6 •Q7 a 8 ID •®3 « SIDE CONNECTION TO TRACKS �♦ _ TO. TRACKS - L X FO 6 8 1 SEEDETAIL 'ON 4 ©a®«©•O«®i 10 •�a O10 • 5« 7« 0• 3 a NECDON ®©•®«©'©m tD• « �a t0•®«©'®"©•®« TO TRACKS � p10• s« 1 ®•Oa©•®°'O•®« �•®a@. ®aO.©°' 8. 8m 9. 3m19• 5 m ©•®«@'�`a®•©" END CONNECTION DETAIL 0 END CONNECTION DETAIL 22 END CONNECTION DETAIL (3) END CONNECTION DETAIL /, fs � /- POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXIST= GLASS f ! CONCRETE BLOCK WALL — EXISTING 4 z ( r /t REQUIRED GLASS 4. MIN. SEPARATION y// #ICA/2 S M., TO GLASS (SEE ,> ,f• tLh Is O:C. 2----� d M'N. LEPARA110t, Y - ,f SOiEDULE ON SFET ! . ;i TO GLASS (�E � �., /B OR H OR OR 1O FOR ET 19 (FOR CONCRETE s 1/2' h11N• SCHEDULE ON ON _IfcET i9 FOR ANCHOR 0- � _ �, � •,_______—___� L-- f CONCRETE' �DESQ)& Q 12' O.C. I 11 FOR BLADE tQ,gND ______ ____ ) OR) OR 'I OR ANCHOR / ON SHEET 19 FOR 4 ® 16" ✓ff !ED i 5 BLPL'6 iQ& Q^J �---- - OR@ ." O.C. r 1/2' MIN.♦ f f/ // /� it •-----'—^" / /� _.1 2' MIN. 2' MIN. : 2" MIN, jE:O ` O SEE UM ADCNS OF USE FOR �/ OR®OR(9OR TORBLADE 11 ON SHEET 19 (0OR)3OR(qOR(5OR@ V�ORPLANr f DETAIL X POURED CONCRETE OR CONCRETE BLactc WALL \\ REQUIRED 10 w®�®. 36« t0•©«®•®«p•@« END INS TALLATION �6-I6 ©O ©«©O ®« ©•O•@«©•O•@« 1) HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SO &@a@•@a19.®a��+DETAIL +! 1: .NNEC ON © m@•® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ID2017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC. � •�,�GEtVs�:.T�� BERTHA HVTM i L E CO Nc. A.S �'■�Accordion Shutter System Z-1RV BLADE #1 W/ oR W/O H.V. WNDDW BLADE American Shutter Systems `� TILLIT TESTING & ENGINEERING COMPANY Y Lv. N DESCRIPTION DATE DRAWN SY: LC. 'r•• �L nA1T1 D� ��`1� S355 N.W. 36th. St. St.. 305, MRGIMA GARDENS. FLOPM 3316 Assoclatton, Ir1C. I OLD 15-085 7/27/I DATE 07/27/17 A'•. b1 Phane (305)671-1530 . Fe, : (305)471-1531 4268 Westroods Drive 2 s%NAL Vgj ! 11 WALTTEE-OD06719r.cF.E. West Palm Beach, FL 33407 a DRAWING No \ 1 '+ 17-107 r�L/SI NAT FLORIDA Uc. # 44167 5 P.E. SEAL/SIGNATURE/DATE SHEET 6 10 OF 20 MAXIMUM SHUTTER SPAN' -L+" OR "L-' (ft.). FOR INSTALLATIONS VI/ SYMMETRICAL CENTERMATES. & ® or Oj or VJ/ ONE H.V. LOCK ® or @ or or HD LOCK (9 W/ NO LOCKING RODS or CENTER MATE� 28® 29 W/ ONE F6) T" LOCK 30 WITWO LOdrK1NG I —­CONCAtTV- c VMOD' INSTALLATIONS U ASP�O�t�f.1 P.ATIlHI VlALL lI,OUNTFNG FLOOP./CEILING (Pa.f) LIOUNRNG (* aR -) 85 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ E MA S _t & ONE HV LOCK or Or W/ NO LOCKING RODS (SEE NOTES t, tt) A50. ~3oEESta1 INSTALLATIONS t"P�I� PfN.L leOUNRNC iP Nn F & (t GR -) LOOft/CODNG AIOUIRwG SCHEDULE I MAXIMUM SHUTTER SPAN* "I +" R "L-" ((t.) INSTALLATIONS W SYMMETRICAL CENTERMATE & W/ ONE HV LOCKS OR IV/ NO LOCKING 0DS (VALID FOR tKILINING Ii SHEET 7) CONCRETE Asn,DtiGM INSTAL LAT104S PI FLOCR/CFILING MOUNTING n,GO26V %l MOUNTOG e+ G' L-0 30 16'-0' 16'-0" 35 -IW-2' 1AV-3 40 14'-2" 45 T3'-4' 1 Sa 12'-3' 13'-1" 55 60 10'-2" to -IT; 65 9'-5' 10'-1' 70 8'-9' 9-4' 75 8'-9' �t�P ENSi 1. 17Iti �:nop ! .VS/ONAL P.E.SEAL/SfG K%RE/DATE INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B. C, D. E. M. N. 0. P. 0, MOUNTING F. K & L R. S. & V. FLOOR/CEILING MOUNTING G. H. I, It. J T. U. W &- X & M 0 MAXIMUM SHUTTER SPAN 'L+' OR -L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 PSI. A.S.D. DESIGN PRESSURE RATING, f HV CORNER CENTERMATE Q3 MAY BE USED AT ALL MOUNTING- INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDRION p2 NOTE #5, SHEET 5. ttf EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR 'L-' AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.S.(. AND 8'-0' SPAN,. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V, O HV BLADE FLORIM BI 02017 TILTECO, INC, 77—LMc om- A.S.SI.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6355 N.W. 361h. St., Stl. 305. NRGMA GARDENS, FLORIDA 3316 Association, Inc. Phone : (3D5)871-153O . F..: (305)871-1531 4M Westroads Drive ­0: tnte.ftoLoom EB-0006719 West. Palm Beach, FL 33407 iVALTER A TILUT Jr. P.E FLORIDA Lie, y' 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM). OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROI1 SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE. RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. nNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN. BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GNW POSITIVE A.S.D. DESIGN PRESSURE RATING DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MNIMUM ALLOMABLE SPAN. IS EQUAL TO THE MINIMUM BETWEEN 'L1+', "L2+", "LI-" AND 'L2-" (4) GO TO, ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CODE (Non, High Velocity Hurricane Zont 02017 FERN. METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 H.V. WINDOW BLADE Y. N DESCRIPTION DATE DRAWN BY: MLMY. LG I OLD 15-085 7/27/1) DATE: 07/27/17 3 DRAWING No 4 17-107 WALL FADER UOUN0NG 3'-0° ' MMM""""MM m1»1aEan�nm�mgvnonmmmnlltE<EeniLlmmElE�naa6lm0EaoINEVE 0mEN"El"MMmm0"Mrs"n>I�IDImE7t7i>♦I R!g� I�L,nmmmE�On®nQ1®®®00010t�®IDIMMImMMEppIlppl11p1Mn 0IDIIID7o00RalOID®�DDEn'DIDmIDII]E�OnJOp��mpod ommlEanMo>vmmmonMEMMEMIR liamm00E7aa0mmO1000C1ultmmiE7QIM mmIDQO©on EM"IMQ®nmm)00I�O0®6>115�It710aQp©iLliE�iI70®nOp®mQ70F�i®OC mmOn®O<iQmmE>•E>•E>•I�ammmllE7nocjrr�mmmOn�IQna®IDmE7 EmBlE7AINEnnan FinnmmmlOElf 1MMM"nn®nu�mm0nnn� m onnnu�mmEannonammmlanE>rMammmnnEani� "RlOomIDIDlE7000OtF!®�QaoQnQpm�m mmik7i7nnnn WAKE i�BlmiC70OdnammfIlE>rE>•nIMC itL�®mOdiaC�R�f�®iI7000ppp0��C EMILlmml7L&ts IDmIW3mQlvnnIL7mElEilr��®p0 SfmQyi7©Ones I7 tkflCl0mmE7®OO .r oOIDIIgo W-"�+acaY1�lt.7i it l mmE>rnMEN n M Mo>lo M0110 �pQ��p MEN noC ' M[011113""Ea ��gqmmEan000mmmloam®nmmm>onnoolmlmnlmnova BlmmKxM==MmmmOnM©a1iDID>m)E7IIQDOfL>rmiClOiAldnM MMIMMil1mIDOM©CIllis 1Llmmn®oanmmm001aantaIDmn[>•nI 0m=21MENn>31mm00ao10®mmdn mm0m0��0mmmOm00o Q!m[7F]0®IM IDmilai�oo HEMMED mmnm©DOnnmmmooMaoe�®ISlIDm�o�omam mmlQnaoo>ommmoo�aoausmwalva ""===M IDannnIDQ7"MM==E2KM =ESE31 nE3110 mmmnOnOn m®mooson mEaMMEME MMIlM OmnammmlE7nQn0®m©nC1 0mmmQn===MEN"�nnaOLOm 0mm00�Od KMMEMKNMlllMnO®EML9 MM�d0ME ---- nadei6�mE�soMig : M1 ==IlImMKMMIJIaOanaA�M®aaoao a�nppclla II!MMM=�nn mmIDOn ILAI®mpnnpnmIDFID®®�nCl mm0®opopm®m0®OnoC �®aQ�a�m®odoo0 ==MCln C•anC11MMUM QammQM©oao n a�raav n�mnaana0 QfQ11a0aanO m>fa00 MmmlD011nO((m��mII7M— 7n�aaC1 AnO olno ' • ' liblmQonanCll>:i®monClnnIMMS; aam0annoammmOnnOaIDmmnaanaimlmCrane� ulmMnOaan ®®Op040 mmo0onan O0noMM mmnaonon MEMS E�Ir:mvavclonan MUMNM19M"=MMM8MMMM ===ilonn��®raa or�pnaona na ' Mnm0oM EVEN mma0naa<i Qm go" EXIMooaoa=EARN �Al0aooiiam000voa®m0aanaomele<a0n nov>�ommn000aoi9LIIlnaaCenaOE>•nannOnl�mnL�MM a���mao0oonmIffill M=1almono0o0mm000esaoolnaoaavani�aoa0on nmooMEN soonmpmpnnannCli)�i®papCinei�n�nR7000od � mmL7Cl0a10a �Cfna00n� 0�pl�Ovopoogg®���pdo0oo 1�inai'aaMRS O�O�opo<oetaGl IiAE�OaMM p10®ona000 voo0000d M= OCnIOnOn®oo0ME! 0E31 M nnamnaaL7anapil7aaaaaClO ' n0o 0a0 cola®�o00o00000O0a0vOe®=d4o8noNo¢f0A0v00p ov0o®o0<ioOogM mlOnon0a0mn0a0anaIIidOOlO1;RIT.a'L� MM=Oaoao�Iooaaan000pMQonppno 22 1 r ♦• nlinnM n>®od© oi7nmo MMKNK7C ilOn®M "MMEMM MA"Ion maO®aM "XIM M 0®0RIM ®DEi•)s+I� oor�o© mmoao Eln®t�l� ooamn rl.Emaalo Ivnl®1F>Qo va©ioo ®ealoa m>velaly �0000 ©oe�10 no=mA� r�moe� �>ooao ©QaOO voone 0©Fdoi�O a©loao oaaaoa aloaa>v no©ao; nas�oo TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPEanCATIONS ON SHEET 13' • SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 HV BLADE OR --I HV BLADE W1 (1-k HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2017 EASTERN NETAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System FLV. BLADE #1 W/ OR W/O H.V. WINDOW aADE N. Na DESCRD'71ON DATE DRAIIN 1 OLD 15-085 7/27/1 DATE: 07/27/17 2#EH rDRAWING No A 7-107 0 • Q • © ••- tom© SO0mQ7anivi�m mmmorn>cilr�nalMM" OMEN .npn ; ooiOmmAvod© a®0npppn II1E710I70i0®IinIL7-i7EM l[f®i�0l7ODO 0 ""ME" mmm>vl=annivaa®mnool�nulmmEapoo® IGI 0m0pOI1"1M m®0ppdgn® ®mQ.io>onnr:olmlmm' oa<iiv>om®mmonnnm mm(®��7m��mpmO mII]Tf]IF�iEt MM0®fI7a0" _ wX®®0p0"M �mQ' �a��nm®�' n1000E#•imm0' Onn 0 O0®�Om��Od®Rl0�DO0�� MM �>r�inl7a6lIDID�a®n�©ILIi®�MMIt!©a I®® mm>o>onaa mm!¢l�7nLi©®Qlif�iLlM"Rm®D®a 1111111111M�mE7nnasaaial®min©nn ' ®mnMMM" mmII7ilL umZ111 lm"Im!"m MEMMM ®mmM" aammmom®�mmnnmmaa m mmmmmm ' onvdom®mom©moo us "Em)Fiaa MPMMMIlMa mmmaa m doa mlm>vE�aaa almmom©aa m®nm©®aa mala'l IE31MMmv®aamnm�M mu Mmm ®mmfllaaaa �>®OmaA� mim�a�m��am ��in0pd o0 ®m©ilno ' M ©© mmm aaaacn�>Earv®�m�I�olaa non n egg Maa ���mm0OAmmEZi©OMm "Ism= i M�m aa0�aa®nom®MUamam OE aaE omimimm==a mEav�rllaaa M110"In ELiMiIllaaaaa m®o - E�Jaaa� aaa aaaaamn®�m aa nnv® aam>mm©naamnno� man man MR�R�oo�ana � "vao® aaaa 0[�aaaaaaiE7�L�Fllaa �®©Daaaa ®aivaaaaalimlvE�aaa�%ImmE�maaa airnaaaaaa 00aEElaaaa Dn®Daaaaa ME!" amm mWEMKHoaaa"Mil as maaaaaaam�anaaaaamomaaaaa �l0aaaaaal»aIZEi11111M li&i0©aaaaa aaaaaamm�aaaaamn©aaaaa a aaaaaaaaimo aaaaat�v©aaaaa olsaaaaaaa i>1��E±Eiaaaaa n[� �iaaaaa ®aaaaaaa®mriaaaaammr©laaaaa oaaaaaaavlvvaaaaavm©aaaaa maaaaaaa m>Ea©aaaaa na�oaa�rrrr�a P.E. w 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. I'c - 3 ksQ - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'e = 3 Isl) ANCHORS SPACING LEGEND - 1/4'0 x 3/4' ALL POINTS SCUD -SET ANCHORS, AS DISTRBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'e - 3 IaQ TAPCON OR TAPCON - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT, INC. (Min. f'c - 2 ksi) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED VATH ADVANCED THREADFOQM TECHNOLOGY BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED'OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 3 ALL POINTS SO11O-�T (Min. t'c - ksi) BLUE TAP w/ CAP NOTES: TA PER+ A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON 'SIT" ADVANCED THREADFCRL/ TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/4"0 k 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 1/8' INTO THE POURED CONCRETE. NO EMBEDMENT SEE tranAlWnS GF USE FOR INTO STUCCO SHALL BE PERMITTED. 1/4.0-20- S.S. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MINIMUM SHOULD STUCCO p1ADa C 5tr_ET 19 EXIST. AND t' MINIMUM FOR WALLS -WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE FISTING WALL OR FLOOR, ANCHORS. SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINSHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A:2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR. EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO MFS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM 0-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 a 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED By ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: &1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS, IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SET ANC14ORS'SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID MALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES P. & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO En WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS 1 HV BLADE OR V BLADE W 1 V WINDOW BLADE WORKING IN UNISON, EDGE DISTANCE VERcpc SPACING crH DUL FOR APICHORS - MA)UMUM ANCHOR SPACINGS ARE VALID FOR- EDGE. DISTANCES INDICATED BELOW, FOR I-. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIFOING SPACING SHOWN ON SCHEDULE 0Y THE FOLLOWNG FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING (NOLCATED FOR EACH ANCHOR TYPE. EDAL FACTOR GE TAPCON TAPCON WITH ADVANCED ALL POINT SOUR SET BLUE TAP W CAP TAPPER + DICTANCE THREADFORM TECHNOLOGY / MIN. SPACING E,Q• MIN. SPACING - 3" MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING - 3" 3 3/4' 4' POURED CONCRETE & p�� CB.CREiE 00.l1a�fE BLOCK POURED CONCRETE & POURED CONCRETE & POURED CIE OONLRL7E tAOQt CONCRETE BLOCK MWL Ex= 1ONCRETE 6LOCK CONCRETE BLOCK LO1. E0..3 1 LSAL ED=3' /2' t@L E.D.E0..21/2' ADL E0.-3 1 L?IL &A=3• /2' IVA-ED..21/Y 1.0 0.90 1.0 0.78 1.0 0.84 1.0 - 0.81 1.0 - 0.67 1.0 2' - 0.71 - - - 0.51 - 1 3/4' - 0,91 - - - 0,43 - 02017 TILTECO. INC. p a e � 11`IEC 11417 TILLIT TESTING & ENGINEERING COMPANY a J 6355 N.IY. 3611, St. 5W. 305, VLRGiNIA GARP.AS. FLORIDA 331 i ' Phone; (305)871-1530 , fox : (305)871-1531 \\6 ,\ a -ma: 6Baal.com ER- 000 VALTER P.TILLIT J r. P.E. o.,1ATG FLORIDALI44167 A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 igh Velocity Hurricane Zone EASTERN METAL SUPPLY, INC. fYlirTFN ■ ■ PS f7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE 3, DRAWING No I 17-107 MAXIMUM ANCHOR- SPACING (in 1 SCHEDULE FOR A G0.TN M 3r SHUTTER SPAN A S D DESIGN NEGATIVE PRESSURE RATING AND A cogRESPONDIN MO hTING TYPE FOR CONCRETE OR CONCRETE B O �� INSTq r ennl c (SEE MO0NI1KG5 I, J. K & L 0.Y SNEEf 71 i ' m�®m�i�ii�0' TW ic�mm�a�m •• m .r •• ®'Q��mQiQi®m��� • �®��OO�OQQ®®®®�ODOQOp®F�0©©©©E�Q©©© +• � �®00[1♦E�I�Ii���®�IDD�OE700�Fi0�®©©�t7Q®0 m®mcanoor�®®r®®m®r�ot�vv rove©©r©©r©©©© D00000®©©Q©®©©QID MEn1®OIiQI.1i0011���ID®®I��mO ®®E3' MM Mm "E000®®DDOdIDit7�QE�©© ©0M© =mMMMMM= EMMM 000��©D®DF�©ID©i©Q© al®OVEiiAID10I�®QQIOQ©©ffa0F700F�i©Ef m®mQ[�DI�Ii iE�miE�®m®MMMo D®"MIN �i7dEiDi7 ®IDm00EQl04�_®EMMMMU IM p©©0�A MUMM00 EN MMEAKEMM MMIMMMESIMMIUM�0000pAMMUMMMd©©©i�n moron®oQa If�lEiHURNME DSE1•E�MMEMSM © CNIUMMIIIIIIIi [1IDMMMMIM 1a®ODO"MmmmQO QQMap � RA MM ; U�®Q[�©�DEa70�0®OpdapO©�©a�d©© m®mF�Di'OLill�O�©ElFiQd000F�0[i©©d ET•Q©®©©�Q mr®moonrit��monoda>vovo©I®dd©©QQ©Q d mMMM M=mmvv®ovaloraral�®Qdd©©avm®ml M annflaMMM=o©©o©�M© voo®MMIMMMa 0mda m®QE7Qif7da®®i 10Qmad©" men==F©�©p©QOQaa© ' m® nnoo ©ffii ®8 Oman Avmdogi©pMKNM= a®mvananmmmnmaaaoivio mmaaa©©Ei®©Emma a>®�vvaaa� m�mnmmm=m .. ml®IfaE7MM= p°��©©MEpN �®v©v©om m®0orona� m�>Eac�®Qaaa Fr'is1©m:�tO01i0©tE11�©r:omaa m®mQnrnla >a>vor©ssddao-a©Ir�Qr©aaar®rwrdm©aaa ®®®r(�vlor�aa TamesQv®o®dd voQ®©dda dQ©4maaa =0M0 Od���00A0a®OOnM"="= Lamm aa M-AM ' a®moQa amlMmmada®®aaaa©M »m©oQad s©aaddda 0 /07QO7Qa daa©m �a©Q®aEm� mmmr.m aaaaaa T�amnmndoQ©i0©nmm©m ®E>rl©QDada MMIMM"000 mom® aaaomrama al©1t�f�im©aa ' a®OQi�daart7®m �m®iQaorESlEaor�IlTamE nacho®ElQa I© ©©v© ©Q©MN ©Oma aamondaa Ealom�aaaa vor�manda ar�©imvaoa �® vvoan�n®0001d01e7di00r©vbavv©©©©©®v® �DOnd�Oi©,©©0none NO Nunn �m0vv�voai ©ovdav�arm" =o©�� mivvav SMON rMmrMaadaa»E>.aaaaaro r©ddaad©©©oddaa 0mm�aovo�mmvvvvv©®it�vv©v®®©©©v®®a amla>,voaasv oa©daaaomnvaado©©romaivaa ©mmaaaaa®m�adad 3Mz (�dod©®r:vad=0 +yl•. i� ,. °`(/= ,r \,1G ENS •, v� 02017 TILTECO, INC. ;a ;. '•,���� TILLIT TESTING & ENGINEERING COMPANY �. ' @. 4� 6366 N.W. 36tA: St. Ste.:A6, N6GMA GARDa1S, FLOPoDA 33 Phone : (305)871-1530 . Fa:: (305)871-1531 e-maEBt00 67719 t,eom WALTER A. TILUT Jr. RF FLORIDA 4e. # 44167 �� • • • A ••0•,•, ��ry 1� P.E. SIC I WNA%RE/DATE ANCHOR SPACING LEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ' ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, —75 PSF A.S.O DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 O HV BLADE ONLY A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane CQ 2017 EASTERN METAL SUPPLY, INC. —�" ■ ■ wA �77 PA Accordion Shutter System KV BLADE #1 W/ OR W/O H.V. W1N30W MADE CAWING No 17-107 HV BLADE ORt 1i HV BLADE W,� 1A HV WINDOW BLADE WORKING IN UNISON* r sEc uurcanDNs cF 1KE�FGZ auD; � DN 6 IR •h NOTES ON .ANCHORS REQUIREMENTS, WOOD SUBSTRATES. I. ANCHORS TO WALL. FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS; 3, SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - 1/4'4 TAPCON ANCHORS, AS 1A^NUFACTURED BY I.T.W. BUILDS( W/ NINImLMj EH.IBEDMENT AS INOICATEO AT -SOUTHERN' PINE No, 2 W/ Ge0.55 (ND.S) -DOUGLAS FIR W/ G=O.SO (N.D.S.) EACH SECTION ON SHEETS 16 & 17_ EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.0.5.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF -MIN. 1/2' COX PLYWOOD (1986 APA) LAG SCREWS AS PER NOS 2015 SPEonCATION5. 4, ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS- OF THE ANCHOR'S MANUFACTURER. ,,41'����"• -. • , ���. $ a2017 TILTECO. INC. 1 L E C O ,N�. �q • P-j`�/ •. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W, 36th. St.. e3 '• ��.',1 »' Sta. SG5, VIRGINIA GARDENS, FLORZA 33 Phona : (305)871-1530 . Fox : (305)871-1531 :•Sn ,Y� A Cs \�1L141 S•u,V1VWL a -moil; tllt.c 0..L.6. WALTER Jr. {,\a A 7DLLIT P.E. P.E• SEACj`3ttidA4E/DATE FLORIDA LTC, # 44167 AAA.& American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HrT High {velocity Hurricane 2017 EASTERN METAL SUPPLY. INC. .ran III Inr% n r TM Accordion Shutter System H.V. BLADE #1 w/ OR W/O H.V. WINDOW BLADE AWING No 1 7—.107 .L FINISH 1/4"0 TAPCON OR TAPCON VJTH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Win. PENETRATION OF THREADED AREA TO EXISTING 'W'000 HEADER. (SEE SCHEDULE Oft SHEET 15) , � f GR®g 1/4'c TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2• Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4'0-200/4' S.S. MACHINE 1�7 R 18 SCREWS W/ 1/4' Xzo Nurs 012' 1 12' O.C. �E7NSTING MIN: i I( FINISH e 2°x4' WOOD {1 g O MIN. HEADER REQUIRED i I 1 DR �� '-" 1 ��-~„ 2'xf't 1700D EXISTING9 W.N. SEPARATION I[ ; I: i HEADER REQUIRED I f l 1 GLASS--�'i TO GLASS (SEE i �— WMAE GN t'"� MIN. SEPARATION TO GLASS TON SHEE79 D! EXIG--j (SEE SCHEDULE ON SHEET 11) t BLADES (D& 8) g HV WALL HEADER ANSTALLATION & HV WALL HEADER INSTALLATION EXISTING p MIN. SEPARATION TO GLASS GLASS--V fAN. SEPARATION TO G1A55 I I t 1 E%ISDNG ��(SEE SCHEDULE ON SHEET 11} I 1 2'�D CO ' (SEE SCHEDULE ON SHEET 11) I GLASS 9 , ✓ �.f u..,.„y 1/4'0-20x3/4" S.S. 3 "� I I , MACHINE SCRETB W/ FINISH," { 1/4. -20 NUTS 0 12' 1 `•1O.C. , OR) S I i "??� 2'x4' CON7 13 oR�a, w WOOD PLATE 1' Min. I +1 1/4'0 TAPCON OR TAPCON WITH ADVANCED i THREADFORM TECHNOLOGY W 1 0" I , � ` I t / /-t,_ .;...�. .._� 1/4"0 TAPCON OR NOTE: M'n. PENETRATION OF THREADED AREA INTO PLYWOOD \ `� TAPCON WffH ADVANCED 1-S£E SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15} EXISTING MIN. 2'x4" 1%2` ldlN. Cp?� THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS @ 16' O.C. 61AX� PLIIVOOQ REQ°D, W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2' M;N. CDX PLYWOOD REQ•0. MALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D, PLYWOOD ToSTUDS TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. EXISTING MIN, 2"x4" STUDS ® 16' O.C. MAX. REQ'0. ATTACHED TO STUDS IN PLAMOOO TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH P�WITH SECTION 2368 OF THE F.B.C. SECTION 2308 OF THE, ® HV WALL SILL INSTALLATION ♦ SEE UM ATIONS OF USE OF HV WALL SILL INSTALLATION FB.C. BLADE 1oN SHEET s IN/tllO y yyoito"q tR A. 7fi ��''" D2017 TILTECO, INC. E f.Jrt TO SCHEDI G 10ai NNFSi EXwnw L eIAD GLASS__4 e e A EXISTING GLASS-= e Q f-T'1 s '11-@OR19 '0 TAPCON OR TAPCON WITH ADVANCED tEADFORfd TECHNOLOGY W/ 1 1/2' PENETRATION OF THREADED AREA TO TING WOOD HEADER. ' SCHEDULE ON. SHEET 15) 2'x4' CONT. SILL PLATE REO'D. ON SHEET 1 USING 1/4--20 NUTS ® 12. O.C.— _ w. ' 4CONT g� I 1 cf 1" in. 1/4'4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TD PLATE ' £t i!I 1 \ EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) `—WALL FINISH ®NV WALL SILL INSTALLATION '9 A.S.S.A. "a l� •' S TILLIT TESTING d[ ENGINEERING COMPANY American Shutter Systems Association, �• • 6355 aw. 36tn. St., Ste. 305. VIRGNL% GMOENS. FLORM 3316E Pgona Inc. -. r� 4N ���s°a, tiJ�l(Ip. ,•y��A yy5 : (305)871-1530 . Fox : (305)871-1531 a-maa: 1leaeoOaaLaom 4268 Westroods Drive West Palm Beach, FL 33407 n .. SJp�'•pp�,p• �•¢' 1 (04` EB-OOD6719 WALTER A TILLR Jr. P.E. P.E.`SEAElS�IDATE FLORIDA Lc• t 44167 (0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. aADE #1 W/ OR W/0 H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN Bl? LC. 1 OLD 15-1: 7/27/1 DATE: 07/27/17 y DRAWING No 4 17-107 — 1_l�1.7t1t`IV rrvvu �ulL.ultvu� ruts Nv & HV♦ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE (!)ONLY WALIL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLAQE 1 & A WORKING IN UNISON - �~� )P-- i "' t/4'0 TAPCON OR TAPCON WITH ADVANCED 4 x8° �UIn.) EXISTING J 7 � �j-,—�T EQ--ED 2' ldlN.� '.:c THREADFORM TECHNOLOGY WOOD EAId REQUIRED, / / / /� ))) _ EDGE (IF APPLICABLE) W/ IL 1/2" Min. PENETRATION STRUCTURAL ADEQUACY / / / t OF THREAD® AREA TO 1/4"O-20x3/a° S.S. OF IXISTING W'0O0 BEAM �f �� �rl` I f• iv EXISTING WOOD HEADER. 1" PHILLIPS TRUSS HEAD 70 BE CERTIFIED BY f MuL MACHINE SCREWS /t )(SEE SCHEDULE ON SHEEP SS) REGISTERED ENGINEER OR /. e f ! W/ 1/4"-20 NUTS ARCHITECT FRIAR TO :Gd: / Ed - __ EXISTING W000 E ®12" O.C. SHUTTER WSiA1,LADQN. % i f/! ! i TRUSSES OR 1 9 i /J / 7 1/z• 1/2' RAFTER 9 2a° t t I / O.C. REQUIRED } / l 1/4"0 TAPCON OR „j / TAPCON WITH ADVANCED ppp \ / i EXISTING SOFFIT • *I ` .ti7' THREADFORM TECHNOLOGY / \ �% (� �`'' "' J 3 4" 14 .. THK. �Lt /l S (( MiiY. Or T i/2' Min. PENETRATION ,( !,: / I n� •`Fg };! OF THREADED AREA TO Eq��e•-EO / ®14x3/4" EO Q PDONAL EXISTING WOOD HEADER. `/ J j ( S.M.S. - 'x4'xt/8' CONY. ALUM. TUBE ' E • ^- i >:,�: , (SEE SCHEDULE ON SHEET 15) ® 6' O.C. I 1 1 (3}5/16'0 LAG SALLOrRE/ Or 13 Or 1.5 WS TO ! '.%Fys-'G or t3 Or 1@S EACH RAFTER OR TRUSS. o srwFAIN rx4 I I I I. LOCATE LAG SCREWS AT EXISTING —I HEADER REWD 1 1 I MIDWIDTH OF EXISTING WCOO GLASS 11 MIN. SEPARATION TO GLASS I OPEN HOLE AT EACH MEMBER, (2' Min. NOMINAL 1- (SEE SCHEDULE ON SHEET 11) EXISTING I STUD TO ACCEPT VADTH) W/ 2' Min. GLASS S/16'0 LAG SCREW, PENETRATION OF THREADED AT CENTER OF TUBE AREA. VALID FOR SEPAIADWI i { INSTALLATIONS WITH 72psf �}S HV WALL HEADER INSTALLATION I Tort 1 } N EXISTING ML 2PNY «� ( N MAX. A.S.D. DESIGN LOAD AND s'-O" MAX. SPAN. THIS _j IS � � (D I N ' L45S�I � a4(SEE gm I INSTAL ATION IS ONLY VAUD I a7 SNrST TS �2 10OR ® 11 FOR EXAE(DA10 I FOR WOOD V!/ MIN. SPECIFIC ''0)k 2N of Si= 19 FOR GRAVITY OF O.SO AS DOUGLAS i -SFEE WAYT 4 FOR TY-&LnL SHARER ASSEMBLY 1 ; EWuQk d 1 GR �• FIR OR SOUTHERN PINE No, i, z-Ia NDNc s crwNs CAN eE coamvED QH1/ CEILING INSTALLAj�ON OR EQUAL. IFF ANY WAY To sLRT ANY INSTALIATIDFL U CEILING INSTALLAT 0 & MIN. SEPARATION To GLAD III FOR®ka 1 �R SEPARATION _,,,1 11 FDIAE ACE (f AN ® ( MAN. I I (SEE SCHEDULE ON SHEET 11) ( EXISTING ON 9tr�T l9 FDR ' ,I TO GLASS EXISTING III 1 GLAss\O k�Zj I I I ONESrsi�Dtuij I I t I t _ ( ANCHOR I I t _ ETNAiSH I I T I LOCATION ' Nn 8, EXISTING I 3/aI I it ``"-`- • Maz. ®. 7 - ?/®' e-xF- ``^#ASH R4 HEAD TEK GLASS-� I I 2'x6" MIN. WGCO 13 OR 2"z6" MIN. MOOD SCREWS 6 12" o.c. I DECK REQUIRED DECK REQUIRED (NO (NO FINISH P i FINISH ALLOWED) A LOWED) o f t4 I EDGE OF DECK ..�--`i/2"- 1�....._..-_: DOGE _- i r IF APPLICABLE -E:� J DECK IF EDGE OF DECK YYY t I'i T- 1/40-20x3/4' S.S. T,_, �.---^^.• �- APPLICABLE �� I l., t41 g iAPCON OR PHILUPS TRUSS HEAD _ _,�a.- NF -� - -r= IF APPLICABLE 43 l t IiIp TAPCON \WTH ADVANCED MN' MACHINE SCREWS. 2 MINc--- 2 <' CONT. THREADFORM TECHNOLOGY `{/ - V - CE. V I,r StLI PLATE �) t7/ 1/a--20 NUTS '! 1/4'O TAPCON OR TAPCOG WRF1 ADVANCED REO'0 I 1 THREADED Min. PENETRATION g 12. O.C, i/}"O TAPCON OR TAPCON WITH ADVANCED THREADFORM-/ _� THREAOFORM TECHNOLOGY W/ 1 1/2' Min, MIN. - OF T:•iRFAOED AREA R1 TECHNOLOGY W/ 1 1/2 MIN PENETRATON OF THREADED 2" MIN' PENETRATION OF THREADED 1. tt i s� I• �l I6F EXISTING WOOD HEADER AREA TO EXISTING %AMOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING W003 HEADER. (SEE / "1 (SEE SCHEDULE ON SHEET 15) .SCHEDULE ON SHEET 15) • sEE uM r pF use FaR I�.IQ (J HV WALK —OVER INSTALLATION V HV WALL SILL INSTALLATION s:q�et sitEeg.�e W HV FLOOR NST LLAT N �t1, 4� ,••'•' ' T Dzm7 TaTEco, INC,FLORIM BUILDING CODE (Non High Velocity Hurricane Zone VICEtys.,••..y� a ©2017 EASTERN METAL SUPPLY, INC. FYAI.St■SI.At. BERTHA HVTM =MME Accordion Shutter System �• t �� Iry #1 w/ oR w/o Kv. WINDOW 1. ` TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems EY, H DESCRIPTION GATE DRawN 6Y: L.C. .'•,_ �cT,,, w o 6355 N.)V, 38ih1 St" Sle. 32% MRGNIA GARS t$, FLORUA 331 Association, Inc. 1 OLD 15-085 7/2; oATe o7/27/17 pti f, • , 1t Phan- : (305)871-I$30 . Faz : (305)871-1531 4268. Westroads Drive 2 pIAL>�1C���,F��1 a-mOEBt,OQ�8a�9lOOn West Palm Beach, FL 33407 3 DRAWING No • WALTER A TILLIT Jr. P.E. - 1 7-1 07 R.E. SF�i MNATURFMATF FLORIDA Uc. �f 44167 s - -_ (AS STURM APFVVEIE) EAfs=.. GLASS--\ . I— LDOR W ©•07 END CONNECTION DETAIL (2) END CONNECTION DETAIL 0 END INSTALLATIONS ('1i HV BLADE OR ll�Al WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2h4• ICJ. WOOD 'STUDS Re= 2.44. M% WOOD t/4-o rAPC6V r'.MDS REO'C �.Q. O 6. O.G ' 1 1 n I J �' • . . . _ —1/2- Nat COIF i PLYAVCD_ J =.. A1Nd CLOSER IpN. FIATE (LOCniE AT afXER SIDE Dr ®) 01c. s.tLs. 6 QG 6 /1c ESIS - 016 CC SEE DETAL Y FOR 59E Ca'V'SDGN TO TRACKS RM �oasTr:D DIAss NTL�.^.rATq� '�- ,D END CONNECTION D Tell 1/4. pow I/r .1 6 ttY(p:D. •USC ,' Ni ,• 1PY. (/LY•AJeµp16 ESE)G�d/d�•�C(�_,�• 0)I/4ro uPaa ♦ to YNL .* i• os LaeA1c a EAI[R me oF� SEE ME YI END CONNECTION DETAIL 09 I 17' cR �I;a�cw� 6 ORI@De 5)oR 0oRiL$.�ca0c3(31 VIEW Y PLAN IL z4' UZL )OD S. S AFFNGBIo 4 �5,e1c cuss END CONNECTION DETAII. Co . FFOmAED — FOR SPu1S GREATER TIV.v IY-o' ♦ BSEIAEDLQN.ROF USE Fall s END CONNECTION DETAILt2 f II FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon ,ra�1 �\'••.••• • , /J•"� L�cENSF•' 4. .2017 TILTECO, INC, ©20)7 EASTERN METAL SUPPLY, (NC. IL ECOINC. A■ S S.A■ BER A HVTM Accordion Shutter System �� TILLIT TESTING & ENGINEERING COMPANY ■ American ShuHer Systems KV. &ADE #1 W/ OR W/o KV. WINDOW BLADE EY. N DESCRIPn- DATE DRAINN ;' 6335 N.W, 360, SK, Ste. 205, KRGM GARDENS, FIORNA 33,6. Phone : (305)871-I550 . Fax : (305)871-153, Association, Inc. 4268 Westroads -96ve , OLD 15-085 7/27/1 BY: L.C.a DATE 07/2.C. :ass -: /0NAL ENS'.• ' e-man: tatococad.7/17 cam19 HALTER TILLUTJr West Palm Beach, FL 33407 y 3 DRAWING NO P.E. SEAL/SIGNATURE/DATE P.E RORIDA Uc, B 4416J 4 6 17-107 _.._— F=7�1•�7A7�1• AN FOR. REODUIEMEAiTS)& BOTTOM � Lo) at-"' FsnsnNG aA54 ELEVATION) KM SSPARWIGN TO GLASS SFE SCHEDULE ON SHEILT v- II FM BLA - -• � P7$1 ON THIS-SHEETT FCR EIPOes a> & TYP TYP. SYMMETRICAL cRxrER uTEs z1 / w! z DR aND --- _— - w/o(srNOTE 4 AecVt) PLAN ``,40�w �. �\p ft,n• ✓�VX• AN FOR. REODUIEMEAiTS)& BOTTOM � Lo) at-"' FsnsnNG aA54 ELEVATION) KM SSPARWIGN TO GLASS SFE SCHEDULE ON SHEILT v- II FM BLA - -• � P7$1 ON THIS-SHEETT FCR EIPOes a> & TYP TYP. SYMMETRICAL cRxrER uTEs z1 / w! z DR aND --- _— - w/o(srNOTE 4 AecVt) PLAN ``,40�w �. �\p ft,n• ✓�VX• ID2011 TILTECO. INC. •'.,• ,:L,Q ,' TILLIT TESTING & ENGINEERING COMPANY S �.!\••. FLna1nP.6355 N.W. Stith. St. Ste, 305, NRCINA GARDENS, FLOROA 37 Phona : (405)871-1530 . Far ; (305)871-1531 e-ma,a t9uoLcom (nL rr I V 1 CV�/v /�e, q @y� 1Yn� G� •� FB-0005OOfi7i9 'AA1 ViALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uo. # 44167 1. MAX. ASD, DESIGN PRESSURE RATING: +11D, - 110 p.s.T. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7: AS WELL AS MOUNTINGS M. 0, T. U &ETWR®� ON SHEETS 16 & 17. (2� ONL FMATES eYOUTRYPJ(j7 E.DD IN A SYMM CA ONLY A POqNG OOR �UTC� CASE SIDE 0O ARE ALLOWED 0 WITH CENTEFtIdATE. S. (A) HV YANGOP! BLADE 7® SHALL ONLY ALLOW MAXIMUM Of 5 OPEMNGS (3°0 HOLES) FOR ®.PER BLADE AT SPACINGS SHOWN. ON SHEET 4. (13) MIN. CLEARANCE rR0 1 TOP OR BOTTOM EDGE OF W WINDOW BLADE @ OF ANY 3'0 HOLE FOR SFULL BE 12'. (0) FIST OR BLADE COMING OUT FROM STARTERS AT ENDS MHV MAY BE VANDOYI BLADE 1q (D) W WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE tO THROUGHOUT SHUTTER'S WIDTH. BLADE 1 CE RIJA AT ES SIDE OF THEME INSTALLED ADJACENT TO A SOLD W IF POLYCARBONATE HV YIIND01•I ® SHALL BE INSTALLED 50 Ty6j TABS FACE tHE INTERIOR OF THE OPENING BEING PROTECTED. HV YANDOW 4(� MUST BE ONLY INSTALLED AND LOCKED USING A HV SETIING TOOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES. 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND .DESIGN LOAD (SEE NOTES 1 & 2 ABOVE): 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 f' - --. _ 4 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm. Beach, FL 33407 Non_ High Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. 71'" ■ ■ Ely " W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BADE �-3 DRAYIING.LNo I 4 17-107 'x 1 1/2 z 0,035' THICK 1 61in. AST" A-653 GRADE 40 1/In. VARIES I Min. G-60 GALV. STEEL 2 MDx• METAL STUDS AT 16, O.C. 0, L1 3/4'x 6 1/4'. 0.035' TRICK Min.11 W 43C ` 430 0 CONT, GAI.Y. SfEF1 TRACK GHAkNEt.10 i 6. O.C. @ 6° O.C. ASIM A-653GRAOE 40 60n. G-60 . GALVANIZED FASTENED TO STUDS I Y!/ (2) �6x1/2" TETN SCR clYS CN I EXISTING FINISH 39 .4Q12. NTERIOP. & EXEERIOR FACE I AS APPLICABLE MIN. SEPARATION — TO cuss —I TO GLASS (SEE SCHEDULE) I I I , 1 1 3/4"x 6 1/4'x 0.035' THICK !Ain, i EXISTING FINISH GALV, STEEL TRACK CHANNEL. I AS APPLICABLE ASTIRA-653 GRADE 40 Ud ,. G-60GALVANIZED FASTENED TO STUDS W/ (2) g6A/2- TEK SCRESrsGN(COUL NTERIOR & EXTERIOR FACE I ®6-O.C..76 w s N GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA HV BLADE ACCORDION SHL-nER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q 1 1/2"x 0.035" THICKRADE w YPSLES `� ASTM A-653 C. 40 2, fAa%" V 6" O.C. c-60 T -STUDS AATi L STsTEEL MS WALL HEADER/SILL INSTALLATION 16° O.C. :din. a: „-;) 7EXISTRNG GIFSS � 1 p -}�J------------ -I 6 ---t/-2-" (Cont.) HVA (6" Min.) I ± VB BLADE 5 G 4qF��IG�+7Ait7RE4ORlDpP��yy4��a P.E. SEFi)DP It IVIH I LJ 1�, IJ -12.000' Mox. Ff-- m aO N 3a �f4"® NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE . 3.000• `� r Mox. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" EXISTINGFINISH AS APPLICABLE (TYP. TOP & BOTTOM) SYMMETRYCAL 1. 'CENTER W I ; .<jNTERIOR. ACCESS SIDE. ; I -_-Y YA43-5)(6" Min.) --- I LACK Ut TAIL HVF JJVC Q2017 TILTECO, INC- Z TL ECO • TILLIT TESTING & ENGINEERING COMPANY Y 6355 NN. 36tn. S!., Ste. 205. VIRGIM GARDENS. FLORIDA 33 ,`h Pfiona : (305)57.1-1530 . Fox : (305)871-1531 3ti e-IndC kiteaa®ao1— EB-0006719 11 11 WA I ER A TILLIT Jr. P.E. TC FLORIDA Uc. B 44167 A.S.S.A. American Shufter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 4LENGTH 3+ 43 114"0-20W BOLT MUST PENETRATE 43c 1" 1 ,373°y I 250• 1- --050" 0 in I N 1/4"0-20 THREADS 43c 1l4"0 ELCO CONSTRUCTION PRODUCTS FAR—LOK HD COMPONENTS SCALE 3/8"= 1• 6 1/4°x 0.035' THICK Lein. N.V. STEEL TRACK CHANNEL,. •653 GRADE 40 Min. G-60 'ED FASTENED To STUDS 16x1/2" TEK SCREWS ON & EXTERIOR FACE HV .HEADER/SILL NDS - VIEW Y SIDE CONNECTION TO TRACK CODE (Non High Velocity Hurricane Zon ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE AWING No 17-107