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HomeMy WebLinkAboutPRODUCT APPROVAL - SHUTTERSFlorida Building Code Online r 1 _ 1 1 • Regulafion BCIS Home I Log In I User Registration Hot Topics Submit Surcharge stats & Facts Publications FBC Staff I BCIS Site Map Links Search I Product Approval RE USER : Public User � p Product Approval Menu > Product or Application Search > Application List SEP 2 Search Criteria Code Version 2017 F Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Co h RocrrlYc - Anni;r t-innc 151018 ��Y, Permlfi7nn Refine Search (::::i::) ALL ALL ALL aPkq�FD PILL ALL °�� ALL *Mrs ccunw FL# Tyne Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -Approves Dy ulSNK. Hpprovais Dy V nrK snau oe reviewea ano ranriea oy me n L ano/or me �ornmisson n nemssary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval lAccepts: ® ® ILC, RE M Credit Card Safe Adoa OIT ing.org/pr/pr app_lst.aspx 1/1 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE INNS 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 REOUIRED 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 SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.. As TESTED, WERE NOT OVER STRESSED. A 33 : INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IEEE USED IN THEIR ANALYSES: HOWEVER. A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM's ADEOVACy FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE G #0214.01-03. 00715,01-03. 11004.01-05, #1214.01-05. #0317.02-06. 10609.01-10 AND 10210.01-11 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) & 11220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS URGE MISSILE. -HV WINDOW BLADE G #0505.01-08 AS PER ASTM E-IS86 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE Q) AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 & BERTHA H.V. ACCORDION PINS (W SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814w2.75' AND 514111.75' RESPECTIVELY. 410-HF MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 loi YIELD STRENGTH AND 180 " TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA MV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COMING APPLICATORS. REGMER60 WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION- PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EORUSKINS SHALL BE ALUMINUM ASSOCIATION -ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3: MINIMUM YIELD STT(EFIGTH FOR 6C63-T6 ALLOY IS 30.0 ksi AND 35.7 bi 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 bi MIN. TEN AND SHALL COMPLY W/ FLORIDA BUILDING. CODE SECTION 2411.33.4. SILE STRENGTH. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kci MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE 'O : 12.13.14.15 AND 20 W BLADE Q & G WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA H.V. ACCORDION SNUFFER SYSTEM BEARS A U.S. PATENT 16-779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15-458.179 ISSUED TO EASTERN METAL'SUPPLY• INC. 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 ALL SHUTTER COMPONENT EDGES WHICH RESEAL/CAULK MAIN. THRU FASTENING IN CONTINUOUS CONTACT WIRE THE BUILDING TO PREVENT WINO/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 NO CENFERMATES AND ENGAGE OR LOCK ALL W AND ND LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE %TIN SECTION 1709.9.3 OF FLORIN BUILDING CODE ONE LABEL SHALL BE 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 P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (G) 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 GOES NOT DEVIATE FROM THE CONDITIONS. DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE.CONSIDEAEO 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 (E.OR.) 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 SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P.E. PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. IT/YYYuiui�� �. /r -'i . '�GEN4,.�9 3 02017 TRTECO, INC. I L E C O =H,. 1/(J*J e✓SIAlt6F% TIL.UT TESTING & ENGINEERING COMPANY • 6.A5 ISM. Mtk St. 51e. 30% VD=WA W V-Wk \\ R FLOFZf 31 Phase : (305)871-1530 . I" : (303)871-1531 S/ONA�ti611.11 a-mwl- tzt"00e61.'a WALTER A. TTLUT1Jr. P.E. �rAVdClr.YeAMi for 1M.Tr MOROA Lie. / 44157 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 • HV B Anr: (D AND HV WINDOW BLADE Q (WHERE APP Ir.AF7T Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 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 "SPAN SHEET 10 MAXIMUM TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE,& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3: HV WINDOW B en hl TYPICAL SHUTTER ELEVATION ONLY SHEET 19 AREA 4: HV WINDOW 8 AD (1) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Syeteme AQBOclationF Inc. 4268 Westroods Drive West Palm Beach, FL 33407 COUE (Hon High Velocity Hurricane Zont 02017 EASTERN METAL SUPPLY. INC. S RT A VTM Accordion Shutter System H,V. RADE #1 W/ OR W/O 1(.V. W M W RAGE DRAWING No I 17-107 O1 HV SOLID BLADE COVERED UNDER US PATENT 19 S458179 1� HV WINDOW BLA__DE* U DNS OF USE OF BLAD ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV \ BLADE (1� 63-T6 ALLOY AAD 1EMPfFi­ CA lsn• 0 083' 1 083' 0' 60' 670 1.686' 33 11 HV CEILING HEADER O RED FOR USE W/ HV BLADE 1 ONLY. SEE SECTIONS FOR VAUO 6063-T6 ALLOY AND TEMPER Al`L X MN Y 1ADL t 1' I 1' .082 16 SIDE ANGLES O ALIFlED FOR USE W/ HV BLADE n 3OHV UNIVERSAL FL neT'clz QUALIFIED FOR USE W/ HV BLADE Q 6005-75 ALLOY AND TEMPER BLADE VAMES 1' 15• Mmt. g 08]' o .OB]• .100 06 O't1A 670 HV HEADER/SILL QUALIFIED FOR USE 1V/ HV BLADE_MONL 6063-T6 ALLOTT' AND TEMPER - ALUMINUM ANGLES QUALIFIED FOQ USE 1V/ HV BLADE (tj ONLY. 6063-76 ALLOY AND TEMPER ®Ji1L1�1SE_.T MOUNT QUALIFIED FOR USE W HV BLADE 01 6063-T6 ALLOY AIM TEMPER_ ®HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY A 0 TEMPER COMPONENT A a T1 T2 17 2• 5' MAX. 1/8' 1/8• 18 2' 5' MAX. 0.192' 0.192' 19 2.5' 7' MAX. 0.190' 0.190' A 2' S' MAX. 0.139' 0.131' N 02017 TLLTECO. INC. �� IL ECOINC. * TILLIT TESTING k ENGINEERING COMPANY ` 6355 NM. 36U. St. St.. 3t15. Y.ROXIA rAR006. RNtOA 33 Perna : (305)871-1530 . I- : (305)871-1531 � 11 a -mat: WtaoOW.O n C8-0008719 WALTER A. TILUT Jr. P.E. �111 C YnATc FLOROA Uo 1 44167 Q5 HV 90' f 180' `STARTER QUALIFIED FOR USE W/ HV BLADE Ot 6063-76 ALLOY AND TEMPER 70' .994' 842 no 12 ' .920 O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 20OR WNW; ED V \ BLADE 01 6063- ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 1HV RAUARD QULIFIE AD FOR FOR U(S��)E W/ HV BLADE A 6063-T6 ALLOY AAD TEMPER- ® 2017 EASTERN METAL SUPPLY. INC. B RT A M TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WHM BLADE AWING No 17-107 7 o454.T t HV CENTERMATE � s FOR USE VI/ HV BLADE 1O& I LY &2 ' 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ HV BLADE 1 & 1l ONLY 6063-T6 ALLOY AND TEMPER 4' 1 7 6' 6 I_ z7m I :,779 o Puv+ FIo ELLVAnoN (ES HV MALE "T" LOCK _ENTERWATE 2� LOCKER FOR "T" LOCK CENTERMATE OUALIFIED FOR USE W/ HV BIADEQ)ONLY QUALIFIED FOR USE W/ HV BLADE TOONLY 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 191 11' a^II. m 0 G 3 �I QUALIFIED FOR USE W/ HV BLADE T & A " i 6063-T6,ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ HV BLADEOT 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/1� ALLIED AT TRACKS FOR PROPER EMgEI 6063-T6 / 1.130' \ e P 375'0 36 HV 3/8"0-16 ACETA THUMBSCREWS -__ I NFATRED 1/4•-20- 114iUOED "O SCAST ' BumPAR0E0 m m s CRESS TURN ,.I of e' KNOB. eluss GYLA00+ �'u's Tam9 ( M° -LATED) v -- - - AI Q®IFIED_ 2 e ^ QUALIFIED FOR USE 1Y/ HV BLADE T ONLY 6063-T6 ALLOY AND TEMPER 4.045' 2 . o � F m 4.566' 8 Y HV FEMALE "T^ ncl[ rENrvauerE QUALIFIED FOR USE W/ HV BLADE 1nONLY OUAUFIEO FOR USE 6063-TS ALLOY AND TEMPER' W/MV BLADE(5) ONLY. QUALIFIED FOR USE V!/ HV BLADE 1 & 1A 6063-T6 ALLOY 0 TEMPER t1/2' 1/4'0 �37 BY-144" 0-20 AISI 304 BERIES S S THUMBSraFuvc OUAUFIED FOR USE W/ HV BLADE 1O 02017 TILTECO. INC. �LIE i O�Nc� ' T} TILLIT TESTING & ENGINEERING COMPANY F : A 6357 lLx. ]6 R St. Ste. SGS. NRClrA cA vEn. FLOROA 33 Phone : (305)871-1530 . Fe:: 1305)871-1531 ��STA 41, i Aof, . ORIDP.:' �- e-mOT: LTle:oOod.cem _ V1 ,/•Y•�u•r••�AL••••E`���i(`�\'� 11L WALTER A. i1LLT871Jr. P.E. P_F FlLIv/RR�A111GR4/neiC FLOROA Lk. 1 44167 ® HV EGRESS LOCK W/ HV OUAUFIED FOR USE W/ HV ONLY. BUVDE TO & (9 ONLY. 250' O.D. PLASTIC HEAD - I8:_ 18' MOLDED TO 91 a SCREW .360' AFTER RIVETING 1 /4"1-20 X 3/4" BEFORE RIVETING S.S. THUMBSCREW if4"0-20 RIVNUT* *SOLES 9444 ALUUNUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART / 0820. AS MANUrACTURED Ur AVDEL CHUM 1170ORN. PARSPPENr. NEW JERSEY 07054 OR EQUAL I� HV ALTERNATIVE LOCK QUALIFIED FO USE LY/ HV BLADE �1 ONLY. -.25V '111' �n o, ei 0o c .545• h n a o ro 4• 00 A-T1NM8TURN CYLINDER OR KEY CYLINDER 0.875• M'aL 1 .125' Mon n 0 7HUVBTURN CYLINDER OR KEY 1.57 Min CYLINDER 1.78• Me.. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. - -QUALIFIED FOR USE W/ HV BLADE tO & OA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 02017 EASTERN METAL SUPPLY. INC. BERTHA H T1A Accordion Shutter System KV. BLADE #1 W/ OR W/0 N.V. WINDOW BLADE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING 4® HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS 4® HV 1 3/4- ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ g8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i EXTERIOR C x25 c�Yc� jFa (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY N,TS. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE WHEN "I1 ", " CORRESPONDING TO INSTALLATION SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER tig> SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET OO WHEEL N. . CARRIAGE DETAIL BLADE's I KNUCKLE (�) 1�; FLAT Porn 2 7/8• MIN. CLEAR CL SEPARATION BErNEENC BLADE ro OPEN NGS m 12' .. C TO BLADE EXTERIOR C625" .1875'i'.1`I BLADE .0625' 0626 .0625' .0625L1 ti0625" 1 LvI �a.r � 5 4• IL_IJI ON C 7500' �1/4 aOailOR nps rvAr4ly EAR NEEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAI v.rs. * POLYCARBONATE IfAPA 7 R slaTanrr 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 44 N4UCA•AE Iaaar TVWAL F7 MVM STAMWM t6QTTM= �Aaa wa DssnD. ut w ro.m eh,S", SPVCM MATT ASTY D792 OAU M/W 0.00 Djn• TUI= ea0 STRa1LTN AM 0635 9.400 P-L 9.700 P+1 rUx9AAL SiTtew 1 AT MUM ASM ono 12= 0.•1 13.400 a.t nMMAAL MWWJJS WAM AM 0790 540=0 P..1 3-5.000 pa "Wou 110D Am10M to FT-%/ SNOtE DORM ASTY 02645 47.2 x e4A x YA2 RATE or eN9C4 AM 005 C-1 CLASS C-1 CLASS SEV IGTTCN ASTY 019M 104D'r o60 T DrdDlID� ASTY AI55 10ME STF I M Arai WATPURSC AM eM 9a02 0..1 ee40 P.A Ta50E STRESS WORE AUMLFI.1 AM en 6461 R+1 eee0 p..L '1 ' ENgF A t. �.o_ •. LORroP:• \y \, :jss/oiuEit �taFf 4+L •......rj41 P.E. SEAL/SIGNATURE/DATE 02017 TD.TECO, INC. IL E C O f;N�. FLORIDA BUILDING A.S.S.A. American ShuHer Systems Association, Ina. I 4268 Westroads Drive West Palm Beoch, FL 33407 CODE Non High Velocity Hurricane Zone' 02017 EkTERN 4EFAL SUPPLY, INC: BERT A Wr Accordion Shutter System K� BLADE #1 w/ OR W/O ILA WINDOW EIADE TILUT TESTING & ENGINEERING COMPANY 6JS5 ILM. JaM St. SW ]05. VSCM ar 5 {EAROA S]I Pnoee : f�os)e71-ls�o . r0.: (305)e71-1531 a-D16L• ntec0000cem WALTER A TMW Jr. P.E. rLORD4 Ua 144t67 . N DEscaPnox DATE ORAWTa er La 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 DRAWING No 7 1 7— 1 O / 5 4 3 SHFFT .4)a • T2 a ojoio• o. , o• ©. ©. o, o, 1 � 7 �� �lTi �rT1T� ■7 �!� �!>• I I �? , II .� i i•�T,. � II •LL JL fl • I ~ li■�tav����� Ita•u�aa���taiili PULL I_ - n � � ,I � � � -/ �✓ ©a�a©•O7 a®a1D •�31on ©•07 •`Ja©• 7O• )ga 8t�•®ov 19•(�3)ox19. 15°'1?•� TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. *HUMM Hv LOCKs AND cENTERmATEs: 1. MAt1 MRY CONDITION /t: ONE HV LOCK Q or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B�L,OW g2 OF SHUTTER SPAY FOR SPANS UP TO 105', AND FOR INSi TIONS T ANY ELEVATION. HV LOCK �§ or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMAIES W/(2) 1/4ON. x //2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. 2. • IF 0 I OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS G!P OR 1?9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERdATES K23r ,,,,,, OR SHALL BE AS INDI ""'vvlr• LOCA�ON 0 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. . OPTIONS. CONDITION /2 (VA+ID ONLY 'WHEN MAND TORY CONDrt10N J1 OR ANDATORY CONDITION �a �5 a WLIWD H.V. LOCKS],•, LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT IMAY BE USED IF DESIRED TO ENWWCE SHUTTER PERFO MANCE. LOCKING RODS (V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4• • ONE HV LOCK 63 S BE USED AT CORNER C R ANY SPAN AND INSTALLATIONS AT UTSIOE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 469 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 82 5. • ONE ALTERNATE HV LOCK QQ MAY BE USE IN UEU OF HV LOCKa.g or 3 FOR ANY SPAN AND 3 INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS ANTNSIDE OR OUTSIDE LOCK. ATTACHNENi OF 1/4 c-20x3/4' SS. THUMBSCREW TO OR CENTERh1ATES SHALL BE MADE W/ 1/4'D-20x3/4' ALUM. R C UT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED Ai t/2 OF SHUTTER SPAN OR Nr0 I LOCKS AT 1/3 OF SHUTTER SPAN. 6. J VAN ATORY CONDITION 0 FOR KEYSTMr MOUNTING••. gALLA.••• -_ ONE HV LOCK �j or f�'�` or Q� 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 SO% AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or ® SYMMEHiICAL CENTERMATES 1Y/ (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 59 W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER *NOTES ON HV "T" LOCKS AND ([NTERMATES: CENTERMATE 1. SECOND ALTERNATE 70 -ON III! VALID ONLY FOR HV 'F' MM ONE ALTERNATE FIV i LOCK MAY BE INSTALLED IN UEU OF HV LOCKS 0 OR FOR ANY SPAN AND I STALIATION AT ANY ELEVATION. ALT NA. LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER . AS SHOWN ON SECTION HVG, SHEEF 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'Dx 5/8' RNNUr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. " S• 1• : ONE ALTERNATE HD LOCK (5) MAYBE USED IN UEU OF FIV LOCKS Q3 OR (2j FOR -ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HO LOCK ® MAY BE USED AS AN INSIDE OR OUTS10k LOCK. ATTACHMENT OF HD LOCK (a TO @ IS W/ 3 /8 x 3/6' F.H. S.S.M.S.. AND INCLUDES REINFORCEMENT INSERT Cs.11 AS SHOWN ON SECTIONS HOB-HYS AND HOC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAV OR 12' MAXIMUM BELOW OR ABA MIDSPAN. USE OF LOCKING RODS @V. is COMPLETELY OPTIONAL • IP� 111•�PP• ,.•,^ r^, ,�f ✓ _ S� rt/ i Fun C2017 TILTECO. ITC. TILLIT TESTING &ENGINEERING COMPANY e355 I.w. xv. 5t.. St.. 3a5, µacres o jmM n i; 1'r Phw : (aas)e7t-tsao . ro.: (w5)871-1531 C6719West A TIUDT Jr.P.E. R0m0A Ue. 0 44167 AmSmS.A. American Shutter Systems Y Association, Inc. 4268 Westroads Drive Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System Eiv. 13AOE #1 w/ OR w/o I{v varoow anDE . M DCSCR"ON DAL[ ORAYN'BN LC I OLD 15-085 7/27/I DATE: 07/27/17 "6 s/'�It111 01VAL EN,Ix'WALTER .E. SEAUSIGIV ORE/DATE 2 3 ORAWINC No a17-107 5 SNFFT -- --- — --_ _ _—_ ��---_'�-----_ _-- __---�----_��----'----------- _ � TE'0 EO OR 42 Mi PS HEAD 1/41. S.S. PHILLIPS CONCRETE ANCHORS 1. !/4"-20 NUTS 0 12- D.C. (SEE SCHEDULE ON W/ I HEAD MACHINE SCREWS IPOURED CONCR (SEE SCHEDULE ON SHEET 13) Min. FOUN U CA SHEET 13) /4'-20 NUTS 0 12' O.C� CONCRETE OR CONCRETE BLOCK MIRED REQUIRED I R.E 0. PCIETE AICHIRSTEE0- �/HW TRUSS CONC BY WALL SILL INSTALLATION RED (SEE ON OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF sEcnom. I- SEE SHEET 4 rOR TYPICAL 5 ER L 0. . am M INSTALLATION DETAILS W 2- MOUNTING SECTIONS CAN BE7. (SEE SPECIFICATIONS ON SHEET 13) SHEET 19 IN ANY TO I I Ak. III/- FLORIDA BUILDI CODE(Non High Velocity HurHcone Zone, 02017 TILTECO, INC. 02017 EASTERN METAL SUPPLY. INC. 4 BERTHA W. C. Accordion Shutter System "IL E C 0 �huffer Systems 17-107 P.E. SEAL/SIGNATURE/DATE CONCRETE (SEE SCHEDULE ON SHEET 13) 1 TO — GLASS (SEEP I - LJ OR W I REOUNTED / EDGE Of IT SH a FOR•a �GUISS^i a� ISTING 11 i•('� ` KO ' WCOLLE If EXIST! D>camt® ' ro a a 3 San n) ALTERNATE av saa n) ? ANCHOR EXISTING 11 1OR 5 i t " ` i .!!I',''i i li,/.r ' f%/ • LOGiKIN I ( 1 ' ' ' I ' I10A3/4• HEX WASHER HEAD i (i i i GLASS GR 3 1 TEN SCREWS O 12' O.C. Jro �. CONCRETE ANCHORS . 1 t' EDGE OF 7 1 I C (SEE SCHEDULE ON SHEET 13) �+ /�/� E O/ APPLICABLE EXISTING 11 GLASSI AEPOPCUEGIBIE it/ ! '.' ;%!• //'`,C/'/' /'!',rDj" ,r•/tr, ' i/i1 ' `: ,/i/ r:,`ir/';.'!^i t EDGE OF ISLAB IFSUB B i APPufJBLEUNg, ' SLAB APPLICABLE RED POUREDSiEON SHOT l ,/.r•`�, /r/r b. a't i�.r/r '''.h'.►,r!, .i/. / BETE (SEE SCHEDULE ON SHEET L4 ^(n FOR MADE mA10 POURED / /'./ , / / r / ,/ �' ;' /,/ CO RETE D• CONCRETE MT NERD CONCRETE ANCHORS Of sfEr 19 rvi - 1 0 CONCRETE • R JtFD REQUIRED ) i 1 FORSmaMT HEAD CONCRETE ANCHORS REQURED E. D.• D.• (SEE SCHEDULE ON SHEET 14) (9 TRENCH INSTALLATION NV WALK —OVER INSTALLATION AUD ONLY FOR UP TO +70, -75 PSF A.S.D. CGS HV CEILING INSTALLATION Q' FLOOR INSTALLATION t DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE 13, SHEET 11 ro � 1 d_ CONCRETE ANCHORS Dt15TDG1A55� "' io CLASS EXISTING M� 1O 1 O EOStING� _ ' ' EXISTING SHEET 15) SCHEDULE ON OSEE 1/4-0 W LET of Sla Sitl I O CLASS I G1A55 -�(M wm a�s111 . 1 _� am GLA.SS^i FASm+wS TAPPER. ANCKls /w 4 1 ' D I I ' ' j -'1(SR wmu W n) 1 13/4. ADL N2mllOd o 6• I M/AX. aC FOR UP TO 6•-0• SPAN AM 4. O.C. FOR SPANS LARGER YM4 1 1 1 1 I/a' r 1 r_O. 1a TO e•-0• NAY. APPt.Y =^ , I �uNL /, SEALAA AT Lwn rAsiQrtR eaA'7 iM' 3 D 1T0,3/4' HEX . r/ ' DIP.)11 IOS�R (tATtE t ON 3 B 2. S OR 15 1 �E+t). 51EET tAAT WASHER NERD TEK SCREWS ,. 5[AtAULr r1/MAX• L� / /14.3/4' HEX HEAD 1 3 8' O 12' O.C. i � TEK SCREWS O 9' O.C. I _ - 'T 3/g• /' / 8 i I _ •1 A %� � / 704 4 Ss u5 A OR 1/tb-20 S.S. M.S. I CONCRETE ANCHORS b _ 6 7 [_ J/ 114!3/4' S.D.S. / /_ 1 1 i i t 4•e- / W/ NUT O. B' O.C. 1 (SEE SCHEDULE ON9. 0. C. __ ' 1 1 1/4' •, {�/7 u5cic. I/4•a-70 Nu15 I SHEET lt) 1///� 1/2 / uo'• 1 a�•• j/�/r O tz• O.a Non S .! I f' Dasmm muenlRAL EDGE °F 9 / 17 18 4.00' A9N. r'' rO WALL TRm coctoRAnvE SLAB IF 1 7/8--r 1 7/e?I i' + / `APPUGIBLE ' ,:r /r ;l 114a3/4' F.H. S.D.S. PAIN. E0. 511t) .ED. / ! CONCRETE ANpiQRS SEE NOTE 13(0) : D 9• o.c. • _REPOP mC=ZEM POURED, CONCR .(SEE SCHEDULE ON ON SHEET 1. NOTE 13(D) _ OR CONCRETE OCK SHEET 14) POURED CONCRETE 0. VEEr 1 - r REQUIRED OR CONCRETE BLOCK. 'PTIOtTAL POURED REQUIRED CONCRETE OK 0 p ®KEYSTONE MOUNTING INSTALLATION REQIRED © HV WALL WALK—nvER INSTALLATION Inu ILA mIUA1 Aso. DE9cr+ PREss ntG .e.,-n Dat GU 1IA m/ 11 s11uTTrn SPAN a _6 t flM. f THIS INSTALLATION SHALL BE 4 E. D.. EDGE DISTANCE REMOVABLE WHEN PFASORMED 1- SEE SHEET 4 FOR TYPICAL SHURER '(SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO All OPERABLE EXR SEE S OF USE FOR ATIO LRA N ASSEMBLY DR EMRANGE BLADE 11 °" SHEET ,9 INSTALLATION DETAILS W/ O HV BLADE 2- MOUNTING SECTIONS .CAN 6E COMBINED 1N ANY WAY To SUIT ANY IIP11 %��lm, 7-,.� FLORIDA BUILDING CODE Hon High Velocity. Hurricane Zorn 11, •'•�\GEly y C2017 NLTECO, INC. 02017 EASTERN METAL SUPPLY, INC. * Q, 1EIRTHA NV. L EmoN�. Accordion Shutter System ■ ��■ ltv BADE yI W DR w/0 ILv WINDOW BLADE TILLIT TESTING k ENGINEERING COMPANY American ShuNer Systems LEILN OCSCRIPI,aN DATE DRAWN BN L.t_ COL •: =4V .tl, a35S N.W. 36DL St. St.. Ms. YIRGId4 GRAD. M FLOFM 331a AssoClation. InC. 1 OLO 15-085 7/27/I GATE: 07/27/17 �-'�S • -.-c.^ -�(+ Pnone : (303)671-1530 . FU : (305)a71-1531 4268 Westroods Drive 2 /�A►AL e- W: XI a. 9I c West Palm Beach, FL 33407 J DRAYIING No �AAAAAAtj1 WALFLORTER A TILUT Jr. EA Lk. / 44167 P.L ' /J—' 07 4 P.E. SEAL/SIGNATURE/DATE 5 1�„« OUT ,�. SEE NOTES ON LOCKING RODS S®, My LOCKS © w I NIEXISTING GLASS INSTALLATIONS W Z 1 HV AND ALTERNATE W LOCK ® 01J 941T s. / ** MADE SLACK DETAIL HVr IS VAJO FOR ALL BLADE WZ HV CENTERCIDITER/ATES i f! APPLICATION NTM 6LADE0 Q�®a©•(Da®a10 •®W OR 10 • QS a©• Qw©.®w $EE END WALL GONNECTIOI ©•O • ©�©•� ��� FExisnuc Goss DETAILS ON SHEETS 10 dE ' ©.®°"�•�°®.�j a----------------------L--------- 1� 212'.1/8'.0'-2 6063-T6 ALLOY) ALuu. I ®• ®8 a®9 •®a 19 •�$ 3 1/4- 7' 6 1/2- 7' VJ/(2) 1/4'0 TAFCON VICHORS TO CONCRETE R0P�0n0M) °` I 1/2• a ®•® CENTERMATES I METRY ATN11/EACH ANGLE. lU� �") I 10.3/4• SAI.s. 0 12' CENTERMATES fl O.C. FULL LENGHT. W� HV LDC O $ yJ-- MI PARATION W/ HV LOCK) To S 5 or iv- (SEE SCHF E ®°' * 35 * 3 * 3 ON SHEET I IN I i 5 —'--- 1/ 1• 1/2' a Qa®�`©'0a�a10 •®°' 1 a ® OUT ® a 10•®°'�.��'�.©°` HVA HVB HVC POUR GNCRETEOR ©•O •©a©•�•Q,&I o10: 7 a®w10 •Q04 EXISTING "GLASS 10 •OS °" Q • Qa ETE BLOCK WALL TING • �aQ� ®O1®• ®°1 _ _. — — — — — — — — — O • © O •—® — — — - - EOU EjO� rGu55 8 • ®a O • ®°" 1®• �5 I�EXISTIH S M M I 6 • 7 tm 6 • 7 O1 MAN. SEPARAno4 I ,� L — r — — _ _ _ — — — J Glass b CENTERMATES * ©. ©„�• ®„®� ®�, TO cuss 5 a©•® W/ HV LOCK tr261 OPTIONAL (SEE SCHEDULE MIN. SEPARATION e• * ��7 (INTERIOR) ®•©°1'0•Qa�•� ON SHEET 11) / .I TO GLASS 0N'HEETO;;) IN °(INTEGOR) 3 ©•®_ \ OUT _—_ ANCHORS 0 . ,� 5 ®a * a IB' O.C. 3 VARIES ea * a`* ® OUT 6 1/2- MO. SLACK OUT (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane tone' \\\` .�Q : vCElys� ,. ✓9 = ozon mTFco. Qti 02017 EASTERN METAL SUPPLY. Inc. BERTHA HV7M A Accordion Shutter System .S..S.A. • ��,,rr,��!! 7t ; ►Lv. BLADE #1 W/ OR W/o H.V. WINDOW BLADE "u17UT t TILLR TESTING & ENGINEERING COMPANY American Shutter Systems MY. N DESCIGPTIGH I MY IDRA17I sr: LC \`ssociation Inc. �'•,. 4(r \ eA5 H.W.Nw. 36tk St.. St•. 30% VMGM GAQDM nWAA 331E - 1 OLD 15-085 07/27/1i DAZE: 07/27/17 11\ FAone : (3051871-1530 . Fe.: (3051871-1531 4268 Westroads Drive 2 COX! - a EB utee. 19 •—i West Palm Beach, FL 33407 3 /0NAL VNDRAWING No HALTER a MUi .Ir, P.E 4 17-1 O7 '" •.•i iiII1' FLOFMA Lk. A 44167 P.E. SEAL�SICNATURE/DATE 5 SHFFT SEE END CONNECTION DETAILS ON SHEETS 4n s as INSTALLATION n HV BLADE OUT IN '�,°�'P" 5yI HD CENTERMATES BUDEosuu onAa 1rvr. MDCUM oN SFW IL As WE1L As uxNIITSAt ITatrM Banc ®oeTAA l0D-Nw aOa©• OPb 10 '®�• O+DXAICO ON 71t5 SNEE7, UAY BE USED WRN INS ALrERRA la'®w®•®a©.®a 0mAL1AT10.y DEfAR Kw 10AN a THIS S.M. Vr TAPopq °t 1 • ® 36 � ceNan[. 1 ov/emtD11) L----------------------------- — — — — — — — — — LML/1W�C'C. ----'-- s 5 30 HV ^r^ IN c�N�) IN P , 3 LOCK (INSIDE) 1 1 u.�PQ's 1 k — —--------- — * SEE NOTE 6 FOR W LOCK® . -I• Loot. ON SIw 5, t SERE 9N4 ALW WV (2024-u ALL07) LARCE'nA-=E TNW SHM NUMM. PAR! / 0620. AS UIWUfACTURM 6r AVDQ. CHOW TONJI. PARSMUff. KEW JERSEY 07054 OR EQUAL a ©0 HV "T" LOCK (OUTSIDE) P.E. OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. EKG* �t ...CENS�;., v9 02017 mTECO. INC. ¢ IL ECO,Nc. I��•'t�-,A' • I1 TILLIT TESTING & ENGINEERING COMPANY 6365 N.W. 361 St. Sit. 'O r:• V 11 NAL E�G` dIit I "• //A/AAA 51 /CIGAIATI Ipr /nATE 305. MRC M O{R0L1tS. noWA 3316 POOM : (305�)871-ISJO . rot : (303)871-1531 - 3: U100eG.LceP M-0008719 WALTER AL M TT Jr. P.E. MCRIOA Ua / 44157 (D m) HOB -HOB OUT (aP11c:+W HDC-HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD GENTERMATES W/ - LOCK (lrrcpinpl W/ (RA LOCK ( T pinp) �P al N= CS LOCK.0 R=Q) a ND® Lam ON star 5 ** UV1t"J'L RMCAO 6UUx® MAL HM-NA O. VA3A tOR ALLCDMMM APMCaV6 WH HAOT 0 ASSA ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 ® 2017 EASTERN METAL SUPPLY. INC. BERTHA te TM Accordion Shutter System H.V. BADE #1 W/ CR W/O H.V. WINDOW BlADE Mv. K CESCRIPnox 1 DATE 1 '-- en LC. 1 OLD 15-085 7/27/1 PATE: 07/27/17 2 3 DRAWING No 1 17-107 4 1 OURED CONCRETE OR - ^ DREIFCONCR h E OUREO CONCRETE CONCRETE BLOCK WALL / OR CONCRETE OR CONCRETE OR CONCRETE i' REQUIRED BLOCK WALL REQUIRED BLOCK WALL REOUwED 1 ./ i.; ,� / BLOCK WALL REQUIRE CONCRETE ANCHOR'S i' , ' . /—E%ISiIHG G f —EXISTING CLASS EXISTING GLASS / 4- j'' �, O 18' O.C. /— _ •,I i 2' MIN. E%ISTING CLASS '^/ 2• MIN..' _ f MR STPFfWION `�� i- — ! 1•} 1• / Z -S '/ I4 m GLASS (SEE T T- / IAM SEPARATION — T EO ' I EQ .' / TO OIKS (SEE I FOR 0 QMp m CLASS (SEE �' I I / N.fl SEPARATION I SCHEDULE ON SFEET 1 18•x3' MAX. i' 11 FOR BLADE�AND (60W- , T. ON SHEET 19 Tat i l SCHEDULE ON SHEET '� .I / m CLASS (SEE ON Stiff 19 FOR (D& 0) mA4D I, : SCHEDLLE ON SW (LOCATE AT ( 1 911 CLOSER ON SaIEET 19 1/2• 11 FOi AMEmM EITHER SIDE f& O PLATE. (LOCATE 1/2'FOR OF SQ) ' AT EITHER O; MIN HAOE-SQ& T� aADEs i & 1/2' MIN. I I *USE 1. OR 2' MAX. I p100/2• S.M.S. I f -- _ A9 APPLICABLE 810x0 1 ' D.C. I O 16 O.C. I -�-- i ALUMINUIA CLIP )ANGLE B'x0 2• O 18' O.C. _ (6063-T6 ALLOY) AT MIDHflGHT 4 J (1) 110-1/2' S.M.S. TOO& (2)1/4'0 TAPCONS ANCHORS TO ® SEE DETAIL X F 0 WALL AT 1' O.C. (LOCATE AT OR (� I SEE DETAIL X FOR t OR ®. SIDE TO NECTFC 11 ) OR ® EITHER SIDE OF ©) ) OR ®� SIDE CONNECTION EE DETAIL x F a 10 a®w TO TRACKS w 6 w . 7 w 8 1 .®w �wO. SSIDE CONNECTION ®�'©• 07 "•®' IO •®w TOP®x•®.®wp.®w TO TRACKS TOP®w®•®a©:®'a B ®•®w©'®w©• ®w �, ®O1 �'®w�'� w©'® ®• ®w�' ®wOe ' ®w END /� CONNECTION DETAIL Q1 ECTION END COON. DETAIL 20 END CONNECTION DETAIL 0 END CONNECTION DETAIL ^ F A / ' I / �1- P ONCRETE OR H 1 & REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' /— EXISTING GLASS % N CBLOCK WALL STING GU55 4 REQUIRED_ I 1w81 SFP/14ATta1 m LUSS (SEE /g1ax1/2' S.M. :` O i6. O:C. APAtIaI D ' �� __ y------->� --- - i it F atOAW CONCRETE 1/2' MIN. / ' ------- ©OR®OR(qOR •' '-"CONCRETE ANCHOR /r al SHEET I i BAOES m& ® A14CHOR O 12' i SCHEDULE 1 I FOR BLADE mR�O aNs+fEr 19 FOR 4 --- _ �� _ ( OR $ OR f OR ) O.C. 1/2 MI1L i OR MIN. D ` i`2- ,' ��2' MIN. / ♦ SEE LIMITATIONS OF USE FOR � SLADE�ON SHEET 19 1©OR®OR(gOR�OR@ VIEW Y ' 1 OR ®' PLAN , OR ® DETAIL X POURED CONCRETE OR ®w©•Ow CONCRETE ` I WALL � REQUIRED -/.'1'® ®01 ® ®w©•Oj a 8Q-�•®w ' OP®w®•®xp"•`®7w END INS T LLA IO l"ym®p1©'� �©O ©w© O' ©•O.©w©.Oj •®w L HV BLADE OR & HV WINDOW BLADE INTO END CONNECTION DETAIL 5Q p•®wp•®w •®w�/ ��NEC ®w®•®w�'O ION DETAIL CONCRETE OR CONCRETE BLOCK ©� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\l� �' JCENs�•.,• 02017 TILTEt 02017 EASTERN METAL SUPPLY, INC. B RTN VTM * 1 L E C O N �. A■ S S Accordion Shutter System ■A■ American Shuffer S sfems y BIADE i�t W0 WI N.V. VNNDOW BLADE V. • O Q \\ S- /(•''••.� :' `\ TILUT TESTING & ENGINEERING COMPANY 8353 NW. J6:R SI.. R.. SOS, NRehl\ ROR01 3]I Associafion. Inc. N Lv. K DESCRIPTION DATC t1RAritl 81: LC I OLD 15-Da5 7/27/+ DAM 07/27/17 �� 1 - `r/CNALEN Plmne : (305)871-1530 . FRx : (305)871-1531 s-moa: tateceeccLcem 4268 Westroads Drive West Palm Beach, FL 33407 2 3 DRAWING No I1'1I1 ��•�� A,pl II EB-0006719 WALTER A TUFr J. P.E. a 17-107 P.E. SEAL/SIGNATURE/DATE ATURE/DATE FLOROA UL 0 Ia167 3 cuarT 4 3DMUM SHUTTER SPAN' 'L+' OR 'L-' CO GR MAXIMUM SHUTTER SPAN* "L+' ). TERRINSTALLATIONSATE®J/ ��((`,g.- & or ()y or ('i� OR "L-' ((t.) FOR ONE H.V. LOCK ® or ® or or LOCK IS W/ NO LOCKING INSTALLATIONS W/ & RODS% or CENTERMAi® 28® 29 W/ ONE ONE HV LOCK or ® or W/ NO LOCKING RODS to-F- LOCK 30 W/TWO LO(@NG (SEE NOTES t, tt) RODS 35 TOP & BOTTOM f8SEE ��� CON V,DO INSULLIATWNS O N ETE a, M00D MA ASA DE F WALL MOUNTING BOOR/CEILING ALSO.� IFVLL MDIRTxc RUM RUM (pa.l.) MOUNfINC fnU.) FLOOR/COUNC MOUMaINC IMUM SHUTTER SPAN* "L+' R 'L-• (ft.) INSTALLATIONS IY SYMMETRICAL & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING (@ SHEET 7) MAXWLU CONCRETE ASDrN INSTALLATIONS PIPATNO FLOOR/COUNO MOU M%c OR (.OR,) FLOOR ALL MOUramo 30 I6'-0' 35 15'-2- 16'-10• 40 14'-2' 15•-2' 45 13'-4' 14'-3' 50 12'-3' 55 11•-1' 11'-I1' 60 f0'-2' 65 9'-5' 70 B'-9' 9-4' 75 g'-9• INSaL AUQH FEND CONCRETE & MANSORY WOOD WALL A. B. C, D, E. M, N, 0, P. 0, MOUNTING F. K & L R. S, & V. FLOOR/CEILING MOUNTING G. H. 1, It, J T. U. W & X & It 0 MAXIMUM SHUTTER SPAN 'L+- OR -L-- FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE 85. SHEET 5: 1 t EXCEPT THAT 14U0MUM SHUTTER SPAN 'L+' OR 'L AND MAXIMUM A.S.D. DEWNG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.S.f. AND 8'-0" SPAN. SEE MOUNTINGQON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE IP T�`•' ••.-. C2017 TRTECO. INC. __ •• TILUT TESTING & ENGINEERING COMPANY ,.!!! t� \\ 6355 ILA. 36:A. st. Sla 305. NROM WI0DM Ti0RCA 33 Pnone : (305)671-1530 . I- : (305)871-1531 a-mW: 12leeo0aol.epm UP n I w,-M-,\ • cs �� II\ • 010 ' - E� III •' I• II P.E. SEAL/59G1 MA RE/DATE EB-0006710 WALTER A TW 3r. P,E. FLGRMA Lk. 144167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (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 AS.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAR 'L+' FROM SCHEDULE GIVEN A NEGATIVE AS.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L ' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUMDETERMINED SPAN BETWEEN 'L+' AND 'L-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE: LI+s MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING: DETERMINE LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 70 THE MINIMUM BETWEEN 'LI+'. %2+', 'LI= AND 'L2-• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. CODE (Non High Velocity Hurricane Zone @2017 EASTERN METAL SUPPLY, INC. ERT A TM Accordion Shutter System KV. BADE y1 W/ OR W/o H.V. WINDOW BLADE U. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO E%ISTINC POURED CONCRETE (M;n. rc � 3 Imj - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY, LT.W. BUILDEK. (Wm. 1'c ANCHORS- SPACING LEGEND TAPCON OR - 1/4'0 i 3/4" ALL POINTS Soup -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (MI.. re . 3 1.,) - 1/410 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Alin. Fe - 2 kso TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 1/4b TAPPER+ ANCHORS AS MANUFACTUREDBY POWERS FASTENERS, INC., AND DISTRIBUTE BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR -AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ALL POINTS sou0-s£r (Min. ra - 3 kei) BLUE TAP W/ CAP NOTES: TAPPER+ A.1) MNNUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCE THREAIDFDRM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS S 1 3/47, AND FOR BLUE TAP W/ CAP ANCHORS S 1 1/2". A2) MINIMUM EMBEDMENT OF 1/4.0 • 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EUMmENT • 5¢ UUTATgt6 or IISC FOA INTO STUCCO SHALL BE PERMITTED. 1/4 -2 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR aAOE �i cM sSE7 19 WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND 011 THE EfOS11NC WALL OR FLOOR, ANCHORS SHALL BE LINO ENOUGH TO REACH Tr1E MAN STRUCTURE BEHIND SAID WALL FISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A.2) ABOVE FOR INSTALLATIONS ON VNYL SIDING OR En WITH "'WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATON INTO DFS WITH METAL STUDS SEE SHEET 20. (B) TO DUSTING CONCRETE BLOCK (ASTIR C-90) - 114'0 TAPCON OR TAPCON WITH ADVANCED TKREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEIL - 1/4'0 ■ 3/4' ALL POINTS SCUD -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. NC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGMERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EAlBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1'. 0.2) MINIMUM EMBEDMENT OF 1/Vo a 3/4' ALL POINTS SCUD -SET ANCHORS 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 EKIST. AND 1' NHWM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST -STONE• PRECAST CONCRETE PANGS, PAYERS OR ANY VENEER BE FOUND ON THE £HOSTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND STUD WALL FINISHES. ANCHORAGE SHALL BE AS INDNCATEO,ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS YATHI OR. OUT META. STUDS CONSULT THIS ENWNEER FOR INSTALLATION INTO 8FS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND •SPECIFICATI NS OF THE ANCHOR'S MANUFACTURER Yn\ 0 BLADE Q& HV WINPOW BLADE WORKING IN UNISON FOGS DISTANCE VERSUS c0•r1u� e�urnw r'rn0-•.•r ' -p .�' •v, w 'v • ry,y�V�J LHA7UMUY ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FORE D. LESS THAN THE ININCATEO. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLCIWNG FACTORS. REDUCE. SPACING OBTAINED USIIIG FACTOR SHALL N01 BE LESS THAN MIIAMUM SPACING INDICATE rOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE TAPCON .TAPCON WITH ADVANCED THREADFORM ALL POINT SOUDSET BLUE TAP W CAP / TAPPER + DICTM4CE TECHNOLOGY IN. 5PACING E.D. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING 1/2' MIN. SPACING o 3' 3 3/4' 4- POURS CONCRETE & ` 3* /Olf3D O<7LT6.TE MIL Ea•3 1/2' OOnI7iEtE HOOF LCL POURED CON'& CRETE3 oaf H+pUAE CONCRETE & POURED �,�: 00C✓ UTL E.D. ED:•2 1/2"CONCRETE .2 TIr 3' 1.0 0.90 1.0 0.78 1.0 OA34 1.0 2 1/2' . - 0.61 �0.71 1.0 - - 0.67 1.0 2- - - - - 0.51 - 1 3/4' - 0.91 _ - _ 0.43 - 1 1 2- Q.35 - 11111 " r,/[/'� 02017 TILTECO. INC. L � ............ F`-ZA IL ECO�N�. TIWT TESTING & ENGINEERING COMPANY 7 EOF l• ' 6M ,Lw. 38Vw St- SI•. 305. VtlaD" GARIKUL FLoRoA 33 PAone : (305)871-1530 . Fce : (305)971-1531 ^��YeY•. �r1117 r1 •..�'G�I L111 a maEB WOEB) B•com 0N ••••••�\G��1V,IIL WAITER A MLR J, P.E. E.�SCj14/�A7UfIE/DATE FLORIDA LIa I 44167 A.S.S.A. American ShuHer Systems Assoctafton, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 A,vuL lnon mgn velocity nurricane Lone 02017 EASTERN METAL SUPPLY. INC. BERTHA HVT,A Accordion Shutter System H.V. $ADE #1 W/ OR W/0 FLV. 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IL ECOINC. TILLIT TESTING & ENGINEERING COMPANY i '% F 1� 6355 N.W. 36U.-SL. St. 30% %%am GWoom ROFaA 33 1' PhOm 1 .(305)871-1530 Fax: (305)871-1531 TONAL EN�?,,11' 14AL1ER A TauT Jr. P.E. '.E.'S�JfC MNA%RE/DATE rLOR10A Ua. 1 "167 ANCHORS SPACING LF .END TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUR -SET BLUE TAP TAPPER+ LANCHORFICATIONSHEET 13 O VALID ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE p3. SHEET 11 Q HY BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. Ft. 334D7 )n High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. now-ws■"" nrTM Accordion Shutter System H.V. NAM #1 W/ OR W/0 H.V. 4NNDOlN BLADE AWING No 17-107 • HV BLADE OR n HV BLADE V G@ HV WINDOW BLADE WORKING IN UNISON* • 5¢ MAM 7OH U Alurvs—or llsE FOR lfl + NOTES ON ANCHORS REQUIREMENTS* WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOW SOFFIT SHALL BE AS FOLLUM & SUBSTRATE SHALL CONSIST OF THE F01LOWIN0: - 1/4'0 TAPCON ANCHORS. AS IIANUFACTURID BY LT.W. BWLCE% W/ AONUUM EAFEMMENT AS NACATEO AT EICH NON SHEETS 18 17. SOUTHERN PIKE 2 W/ C-0.55 -DOUGIASS FDT /W Ho. 0.0.30 (ND.S.) (N.0.5) EXCEPTION: SEE PION: SEE NOTE 2 BELOW. PNE FIR NORTH W/ 0-0.43 (N.O.S.) -SPRUCE FOIE RSOUTH R SOUW/ 0.026 (ND-S) . 2. ANCHORS TO HOLLOW COUND SHALL BE AS PER MOUNIM TYPE U. SHEET 17 AND SHILL CONSIST OF -MIN. 1/2• COX PLYWOOD (1986 APA) LAG SCREWS AS PER RDS 2015 SPECU1CATIM. 4. ANCHORS S1ULL BE tIWALLED FOLLOA7NG ALL OF THE RECCMMENOATpONS AND SPECIFICATIONS OF 1K ANCHWS WNUFACNREA. YYYI'��Y•_ •• • . � �- ' ........... CENS v9s� 02017 TR.TECO. INC. IL 211m A.S.S.A. ' * M � ' f ' TILUT TESTING & ENGINEERING COMPANY American Shutter Sysfems O i ' e,a IL1t. San. s,-;L.. 3os. HRcea wmaa. FLORA y, Association 1 Inc. Y,1 s5;' ..... •. ''%1 11►Y ,ONAL Phone : (30S)a71-1530 . roe: (30.5)871-1531 a- 011 t7lecoOooLe 4268 Westroods Drive West Palm Beach, FL 33407 - E 1' WALTER A TR1R Jr. P.E Alltl P.E. ik;,V tP,t4Adr F/DATE .ED-OTOUN19 FLOROA Lic. ! 44167 ' 02017 EASTERN METAL SUPPLY, INC. ArlA wg ■ ■ �M l fw TM Accordion Shutter System H.V. B1ADE #1 W/ OR W/O KV. 1MNDDW BLADE AWING No 1 / —107 E • � 1 • LL FINISH 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W I 1 2' Lrm. PENETRATION 0� TH&, AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) �1 5 . 1 �60511N0 MIN. �f 1 2'x4' WOOD (IJJ 1 HEADER REQUIRED EXISDNG I WL SEPARATION I I GLAS" To CLASS (SEE — ON SHEEr I I FOR AND ON RAOESm&Q OM HV WALL HEADER INSTA=ION EXISTING GLASS-1 2'x4' CONNNNifii----.�..ggg MIN. SEPARATION TO' CLASS I I WOOD PUITEJ (SEE SCHEDULE ON SHEET 11) REO� 11111 r_--r :, i � $ 2 • JV 1/4'o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY / I 1 PENETRATION OF THREADED AREA 70 EXISTING I W000 HEADER. (SEE SCHEDULE ON SHEET 15) I f/JL SEPARVION 1 !,F /N / 1/4'0-20x3/4' S,S, MACHINE 1 TO GOES (� 1 OR SCREWS W/ 1/4-20 NUTS �'— 1 SCHEDULE ON HM I . _ 1' Lrm. m 12' O.C. ( ON SHETT 19 FOR. Y EXISTING I SA MID& (1 r /jJ/N a3 I 1 r 1 OR 15 r i WALLH I I t IIrOPTIDNAL FINISH • EISTING MIT. 1 25c4' WOOD HEADER REQUIRED %i 1T'0 TAPCON OR TAPCON WITH ADVANCED t I I T I �� `� ,�I� 13� 4—THREA)FORM TECHNOLOGY W/ 1 1/2- EXISTING TO GLASS !� i j I {, ,i: Min, PENETRATION of THREADED AREA TO EXISTING (SEE SCHEDULE ON SHEET II j{L �1(1j1 EXISTING WOOD HEADER. GfA55� (SEE SCHEDULE ON SHEET 15 if 27:4' COUT. SILL (NPLATE REO'D. HV WALL HEADER INSTALL ATION OO HV WALL_ SI A 0 1 I I I� MIN. IN SEPARAIlon To GLASS I I MIN, SEPARATION TO CLASS EXISTING (SEE SCHEDULE ON SHEET II 1ISTING (SEE SCHEDULE ON SHEET fly — SEE E CLAss--j S 1/4'0-20x3/4' S.S. i c 1 1/CHINE SORE' S.S. (( t�J tttt MACHINE SCREWS W/ I 1 USINGMACHI1 SCREWS. '(1/4'-20 NUTS O 12' I 1 ©112' D.C. 20 N1115 O.C. 1 1 ON® I y� 1\ {� 1 T oR 18 1 oR1 2'x4• COHr. I }} 1 1 I 1 oR WOOD PLATE { REO'D. !f I i SS t1'' -1/4'0 TAPOON OR TAPCON WITH ADVANCED L l4 I THREADFORM TECHNOLOGY W/ 1/2' II`� y li��• II ."I 1/4'0 TAPCON O.R Mtn. PENEIWLnON Of THREADED AREA INTO PLYWOOD `� TAPCON WITH ADVANCED I -SEE SHEEF 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 1S) EXISTING MIN. 2'x4' 1/2 NIN.:CD� THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS O 16' O.C. VAX. PLYWOOD REO'0. W/ 1/2- IPn. PENETRATION OF 2-MOUNTING SECTIONS CAN BE NIX COX PLYWOOD REO'D. REO'O. PLYWOOD TO BE WALL FRO THRD AAEA INTO PLYWOOD COMBINED IN ANY WAY TO IDS A 16' O.C. MAX: REQWO. ATTACHED TO STUDS IN (SEADEEE SOH. "ON SHEET 15) SUIr ANY INSTALLATION, ED TO STUDS IN ACCORDANCE ACCORDANCE WITH THE F.B.C. SECTION 2306 of THE F.B.C.©HV WALL SILT INSTALLATION NS?ALLATION♦ BELADE NSm USE of 1111I1A�,`�R EET • 02017 TILTECO, INC. 11 �%GENS':w ea I -L•1' Min. 1/410 TAPCON OR TAPCON WITH ADVANCED 4' CONT_ 1 THREADFORM TECHNOLOGY W/ 1 1/2• PLATE Min. PENETRATION OF THREADED AREA To EXISTING WOOD HEADER. p (SEE SCHEDULE ON SHEET 15) .i L WN.L FINISH ®HV WALL St t lucre) t erinu F * S.S.A. TILUT TESTING Ec ENGINEERING COMPANY American Shutter Sysfems ` 1ATE pf' aus IL.. Mom• sl su. aw HRcvrA u•DDrs rLORc. „1c Association, Inc. Ph... : (305)871-1530 . Fox : (305)571-1_531 4268 Westroods Drive f' OAIDA WaA—LmTEwRE: A TILUT..............�, EH-00067 1e90teom West Palm 3eoet, FL 33407aJr.P.E / 44I67P.E IG171AF IS) 2017 EASTERN METAL suPPLY, INC. - BERTHA HVTM Accordion Shutter System Ky. BADE #1 W/ OR W/0 KV. WNDOW BADE AWING No 17-107 L FORSH —„'-v 1y 1 Vil V t75T A.. SPAN & DESIGN LOAD FOR INST 1/4"CTAPCO21 OR APCON WITH ADVANCED 4.8' (L1in.) EXISnNG THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. 0 1 I/2' in. PENETRATION O THREADED 1/4'0-20.3/4- &S. ADEQUACY - AREA TO 1' EXISTING WOOD PRLUPS TRUSS HEAD OF EXISTISTRUCTUNG WOOD BEAN TO BE BY (SEE SCHEDULE ON SHEEP 15) N SHE ! MACMNE SCREWS W/ 1/4'-20 NUTS RED ENG1 ARCHIIECTOPRRIORNTO OR 9 FEOV�O 12' O.C. SHUTTER INSTALLATION, t OR iS 1/4.0 TAPCON OR TAPCON WITH ADVANCED .257' THREADFORM TECHNOLOGY (( Nos W/ 1 1/2' Min, PENETRATION OF THREADED AREA TO ZONAL EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET IS) I 1 GLASS 11 HEADER REQ'D XN SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET I1) EXISTING 1 CLASS QS HV WALL HEADER INSTALLATION i roCIAA 1111 FIR F 101 sex 1-SEC SHM 4 FOR TYPXJl SNuITER ASSFLILV ���-� 2-MOUNONO,SECIWNS C4N BE COUBMLD OwlANr WAY TO SUIT Al1Y OXSTALUTRFa b y O3-!= 1 1 1_ MIN. SEPARATION f0 J EEf 11j ' (SEE SCHEDULE ON SHEET Gtwss—; POSTING\ 1 G� I 1 I I WALL FINISH rL 0�__i__ Mo.. ©'LJT ri J 13 OR 2'.6• MW. WOOD—L !r •�:: I i RA DECK(No FINISH ALLOWED) l= EDGE (IF APPUGAIM) EXISTING LNG WOOD TRUSSES OR RAFTER O 24' Q.C. REQUIRED EXISTING SOFFIT 3/4' MON. THK. �114'0/8' CONT. ALUM, TUBE (6063-TO ALLOY) W/ 1 (3)5/I6b LAC SCREWS TO H RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF E%1SnN0 W'0QD MEMBER, (2- lrm. NCMWAL. WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72Pst MAX. AS.O. DESIGN LOAD AND 9'-0' MAX. SPAN, THIS INSTALLATION IS ONLY VALID FOR WOOD w/ MIN. sPECOTC GRAVITY OF 0.50 AS DOUGLAS ®� FIR OR SOUTHERN PINE No. }, OR EQUAL. 2'.8' MIN, WOO DECK REQUIRED (NO FINISH A)LOWED) LUPS TRUSS S.S. IF APP1.1G1BLE ` EU�J� APPLICABLE�'—' `IF��uC DECK WPS TRUSS HEAD 2 Jul �— —�� �� THINE SCREWS 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON VRTH AOV 12" OC 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM • TLIREADFORM TECHNOLOGY W/ 1 1/P kin 810.3/4' HEX WASHER HEAD TEK SCREWS a 12' ox ' f ter. nnuweu A t.A TO TECHNOLOGY W/ 1 1/2- Min. PENETRATON OF THREADED w" PENETRATION OF THREA3E0 1�I DUSTING WOOD HEADER. AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE (SEESCHEDULEON SHEET 15) SCHEDULE ON SHEET 15) QV HV WALL SILL INSTAL I ATI-ON SEE "T '� °F 19 FDR OW HV FLOOR INSTALLATION ATION @ HV WALK —OVER INsrAL 1 ATION 00 P ,./ FLORMA BUILDING CODE (Non High Velocity HMrricOne Zorn �•�1`.EN ✓ = 02017 TLTECO, UK:. 02017 EASTERN'METAL SUPPLY, INC. 111 sF�•'• �' = BE R HA HVTM Accordion Shutter System 3 A. S. S.A. KV- BLADE #L' W/ OR W/0 KV. 1 INIXII V BLADE g>(ff% * TILLIT TESTING do ENGINEERING COMPANY AmeNcan Shutter Systems ry_ N 0(x,rypT,p,j oAit GRAM, Oy LC �.� '•. �' ? ,1� 6355 NW. 36n St- St . 305, MMM OWOIHS, FLO,M 33 Association, Inc. 1 OLD 1s-Des 7/27/1 OATS: 07/27/17 PI ne : (305)871-1530 . 1- : (305)971-1331 �4268 1Ve5trOadS Drive 2 S/ ••••••••••,••• \�,11111 6 m ED"OW67 9,.com West Palm Beach, FL 33407 3 DRAWING No =-.ANAL ENG waiER A TLUT P.E 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA LLD. 1 44167 5 -_ END_ INSTALLATIONS n HV BLADE OR (I�i WINDOW BLADE INTO 2ofv4ff MINI WOOD STUDS MIN. .fyVu JIUUJ :•..• vat. tom r� KO.O. tAs aatx ui) i amm i e 6 ae `� i 2-.4'• U rvst1 / v sus OR :% In• WR I/na, / 1 / oS I (As Lvc1 000MR4 GLASS , I. a. NO ssusDoer. [fro x I SOWArm m 19 tn' teL Co.PLY'llam tro nA tOa� ,n' Om it FOR ELKE (DAM 60.-6-) Sm it FOR DAM MVdD and Of 9Q TO MASS CUM Cm Soc= CaS O0�09 $9�tII m ILeR. Cta�S[N bA Cox t99 PLUM. • StoOT�9u( uOmAt a, gal Rr=...9=06 NAD t/aTt� ' a• uaL .T WALL FRASM a) aADCS & o V ' autso)t oii Aa su.s. /AI po.,n• sus i Ole _ — I _ __ Lsr r a a• w. / 4 5 (� frt1) #ID` unoaes OR ®• w.ota.Tm a e1 r SLE o[rA1 (a�• 9" x • a of sa a .sec OH Ot Ur t -pR �• 1 aea¢elroKtpi to iMCxs , OR ,� TOMA 70 IRACx4 SIX OCin. x rat J q lLq' ®-i�•�•ff.;�. ©oM��- �_, •�j _L/'�L •�- Q•i,6i•�•f��.�. SM �[ IVOG Q•©•o�•.ta•li- Q�' f4•Z(s�'(C4l�•C{6�� Q3i ©.0.�.�©j.o, .a- O'rect, • o•- • • .7" {t �� .END CONNECTION DETAIL C �'�•�'lOY•�'� U �l END CONNECTION DETAI ® END CONNECTION DE AI Qg END CONNECTION DETAIL Cal a•.a• W'L t00 �1A53 • FE.p119ID Ot37 fell SVI)8 CIRAT[R MAY 'r-e- 1 s'RTe'O �s t/ snms taob F�/ ovamrnav '� TAPCa1 A'ON8 t ,/a. u:L o q• oe. 4.'• rural fw o/ I tn' trA to., sus �i,e m .: - -. •' '` �' i r f 1/2 4 SEE UTIONS ♦M AOF U .t t.t 1•L �At r „tf6Re�6emuo 4 SE FOR \ L 5 I��� D - I BLADE ON SHEET 19 —�� 6 cROOR�M c 6 w EOOR 1�'ev rwst a.rwL tOOoJ ou g?-C;-O O-e0-i? i�- @a'E-Y0IIli3e"C5 VIEW Y swsewo. rev �y•t�.�.Q-- PLAN 0 0-o 0 id-0.6 06.E1, END CONNECTION DETAN 12 DETAIL X Itl rr// FLORIDA BUILDING CODE Non High Velocity Hurricane tom anon mrzCO. WC. mxon. �''•�`C�A' d E.V''TERN METAL SUPPLY. INC. SF ' IE1111^ NVTM A■S■S■A■ Accordion Shutter System • I L E C O N 1(,v, RADE gt µr/ OR W/O H.V. WNDOW BADE 6� * TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.„ p[scRvrtox pAr[ pgpin, p,. Le O '• 63SS ttw. 36N. St- Sic 30S, IMRO,M GUMEW. neteOA yt,e A9sOClatlOn. Inc. , OLD 1s-08s 7/27/1 DATE oi/z7/t7 ph*": (303)571-133o . rex : (3O3)e7,-,53, 4268 Westroods Olive a e- 0: t3woo9olcam =DR CO-0006719 West Polm Beach, FL 33407 3WALTER x TWT J,. P.E. . P.E. SEAL/SIGNATURE/DATEnoROA uO A sae? Ada---- YpPLAIT FOR REOUIREML7J:5) L _ YP TOP & BOTTOM W WIDTH IX'KGt/55 -- / -7ELEVA-T-ION ���------- SEE ML SEPARacN 70 GLASSSCH DUEONSRgT ------------ MID ON INS 9W FOR 9SQB& --- TP. 2+ / w/(2,11iiEaTDEUTS ON Ia W/0 NOTE 4 ABOVE) PLAN �CENS' f'9:• F' YpPLAIT FOR REOUIREML7J:5) L _ YP TOP & BOTTOM W WIDTH IX'KGt/55 -- / -7ELEVA-T-ION ���------- SEE ML SEPARacN 70 GLASSSCH DUEONSRgT ------------ MID ON INS 9W FOR 9SQB& --- TP. 2+ / w/(2,11iiEaTDEUTS ON Ia W/0 NOTE 4 ABOVE) PLAN �CENS' f'9:• F' 02017TRTECO.INC. TIWT TESTING & ENGINEERING COMPANY �� _ •. �LnaLnA : .�E. 6353 KK. 36M 51. ua. 3D56 MRMM GARCM FLORCA 33 1 ss�oria� ��'G Pnene : (305)071-1530 . Tea : (30 )871-1531 —01: 1T4e6OaW.com EB-0006719 WALTER A TILLIT dr. P.L P.E. SEAL/SIGNATURE/DATE FLORIDA Liq 1 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING' +110. - 110 p.6.f. 2. MAX. SHUTTER SPAN: 96' 5. ALLOAM MOUNTINGS; A D. G & H ON SHEETS 6, 7. AS WELL AS MOINTINGS M. 0, T.y-UU^A& W ON SHEETS 16 & 17. WITH �E MUST�BE QA.,BCR AT EXTEPoO ACCESS SE OF OPPOSING 5. (A) HV WMOOW BLADE 1n11 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (T4 HOLES) FOR © PER AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARMICE MO TOP OR BOTTOM EDGE OF W WINDOW BLADE OF ANY 3"0 HOLE FOR-U SHALL BE 127. (WINNDFIRSTOW U T BLADE CONOtC OUT FROM STARTERS AT (19 ENDS MAY 6E HV (0) HV WINDOW BLADE IO MUST BE USED ALTERNATE TO A SOLO HV BLADE tO THROUGHOUT shvr ER'S WIOM (E) CE1j�ERMAiES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W BLADE l AT E111fER SIDE OF THEM. (F) POLYCARBONATE HV WINDO'W or THE OPEN= 4� SHALL BE INSTALLEDTHE PRoTEwN my SD TDOWy(Q TABS FACE UST ONLY INSTALLAND LOCKED USING A IN SETTING TOOL PROVIDED BY ASSA. INC. S. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16. AS UMITED BY SPAN. AND DESIGN LOAD (SEE NOTES I & 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 I & 2 ABOVE). & MOLMUM SEPARATION TD GLASS SCHEDULE, PER ASTM E-1996: WHO ZONE MINIMUM SEPARATION TO CLASS I THRU 3 1. 4 6.2V A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 High Velocity Hurricane 7 EASTERN METAL SUPPLY, INC. Accordion Shutter System N.v MAX #1 W/ OR W/o KV WINDOW RAX AWING No 17-107 • Yin. ASIM A-663 C-60 CALV. CRAPE 40 .... •�`� • - �' v ` • V • • E 1 ♦ LJ L-M LJ G « r7 V V t N I t K M A I t y 2.00a• Max. I- IGn. STEEL 2• iZli - LIETAL STUOS AT I6-D.C. W 43b INTO METAL STUD WALLS -------- - _( e 6 O.C. 40 4 J c -W o , _____ — 1/2• W 475- H 3 '3TsO' iSHII'U0f1(5 /A24S'•T.b 463aOo^ t' 46.3cO 12 I I �kn, V: F IoE`.Doer O .C. O C. , I I T-`7D( 6 )1.I/SCREWS OH EXISTING FINISH 39 7R h EXITIMOR FACE I AS APPLICABLE J a EXISTING CLASS i MIN. SEPARATION TO GLASS m (SEE SCHEDULE) A43 N (TYP.) m ' 6 1/41 Ya,. O.Ols- 1HICK CALV. STTFL TRACK CHANNt1 , 1-GM GAME M Ifa,. C-60 EXISTING FINISH AS APPLICABLE 1 � RED FASTENED TO STUDS A 16.1/2• TEX SCREWS WI 43C 430 R b EXTERIOR FACE O 6. O.C. O 6. O.C. i 1 f4"°"la NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE w F--3.OD0- 1 Max.. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4- 43e eLENGTH 1. I- ® n _ n MUST PENETRATE 1.373- u ,. ; .:I ci ** BLADE SLACK DETAIL F1VF 1/4.0-20 THREADS W .;.:,1.T';+.:: 1 2' B ------ 72 IS ALSO VAUD FOR CENTERMATE 21 APPUCATION WITH BLADE 1Q 43 1/4"0 ElCO CONDUCTION o __i ;• 436 PRODUCTS FAB-LOK HD s•� 1 1/2: 0.0350THICK W IGn. -'?•.VARIES ® 6 O.C. ASTM A-653 GRAD£ 40 C-60 OAV. STEEL METAL STUDS AT 16. O:a - 1• In I'^ aK '.• a;'>�;- '., ry MS WALL HEADER/SILT INSTALLATION COMPONENTS —EXISTING FINISH AS APPLICABLE OP k BOTTOM) SCALE 3/8•- 1- (L_—___—--�--------- N EXISTI G GLASS -- --------- _ — — 1 7 13/4•CItLV.i/STEEL .035N.CFWrHa. ..... Imo' ..... .. .: ....: .. ... .. .. , I _ , i - .. •.... r .. _. SYMMETRYCAL , , ,• .,. �. 3 J., - �.. _ - j' - - ASTM A-653 GRADE 40. INn. G-60. CALVAIOZED FASTENED TO STUDS f�:�, '• i i-' "'}c< ` v ' ' �•r. I I' "CENTERMATES W/ 'i ,. i f~<< ° • ' i ' ("'CENTERMATES SYMMETRYCAL . , W '••�i'i i �? • - i MIN. SEPARATION VARIES ro i W/ (2) 16:1/2' TLTL SCREWS ON i INTERIOR h IDMOR FACE c; • - i ' ... _ ; ; • ------ , ; --- : - , I I ,' EXTE ;; OR ACCESS SIDE. --------- ; ; ,. : �IN - I i,�INTERIOR Y - L _ I ACCESS S SIDE':<, ' °' _ class z• SEE SCHEDULE ( ' I I 4 6• (r-.) - (6•Min.) IN �� _— A -------- -- - _ __— -- _--- - _ - _ v.- - -- - - - --- - -- 1 c -a ----- 21 21 21 1 2) 42 - — - ---- - - ---- 2 1 _ LOCAT 0 AT 1 2 A _ HV HEADER/SILL ENDS 3 1/4- (Tro.) I ,3y(6'Min.) 1 2Y ----- - -- -^ - — - - V_ EW Y 7• ��// !_ —7. s 1/2- MAX.SMK **� SIDE CONNECTION TO TRACK lLYA VBV BLADE SLACK DETAIL HVF I�VC FLORIDA BUILDING CODE Non High Velocity Hurricone Zorn 111,I ,P��� J�. TJ(81 1/�� - 02017 TRTECO. INC. 02017 EASTERN METAL SUPPLY, INC. \CENS'' % THA H TM IL E C O INC. A■S■S■A■ Accordion Shutter System KV. S ADE Ott W/ OR W/O N.V. WINDOW BLADE * stems TILUT TESTING &ENGINEERING COMPANY American Shutter Systems . R GEscnmoH I GATE I GRAnr er: L.C. WSS &W. 35M St- St.. 303, V3=,U CUMENS. Ra4IIA 3310E Association, Inc. I OLD 15-085 P71271171 GATE: 07/27/17 Plane : (305)671-153o . Fe:: (305)671-1331 4268 Westroads Drive = �, F�DR)Q A` a-ma7: L11aco0aolcam West PGIm Beoch, FL 33407 3 ,O�'•• • Q`.•�\,�`T E6-0005719 DRAWING No s'�a WALTER A TILIA Jr. P.E. 4 17-1 O7 P.E. SEhLA1�RE%DATE noRmA LIc 1 41Ts7 5 r v Ocean 1 Balcony Rose Taddeo Residence .1o� ap3 KrcEryEp SEP 2 5 zo18 ST. Lucie Co Uf1ty, p+�rmlk�InA