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HomeMy WebLinkAboutProduct Approval Shuttersr3 ® ` * lJ (ILSULA71 t ' ecIS Home LogIn user Registration Hot Topics RO, d Product Approval USER: Public User =�'t•��.¢;. fill Submit Stats e Surchar9 &Facts Publications Contact Us aCIS Site Map Links Search ua a i e > Product or Annur»: r > Ae i in > A PPI tion Detail Wl FL # Application Type Code Version on Application Status proved Comments Archived Product Manufacturer Address/Phone/Email American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeleY@eastemmetal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category Subcategory CAccordlotters Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer er' Architect Name who developed the Walter A.. Tillit, ]r. P E Evaluation Report . Florida License Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date NattO ccreditation and Management Institute Validated By 2/31 20 Jo n enry I(ampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received +kSSQ,_HUADE1 i Rv.O CAI 4 O'i ASi A SLAD_ f 3�;9 F;t t dl ASTM E-1886 Year ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202, 203 2002 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use 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 12'-3" for 40 psf Positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison -Max -span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD Pressures. Bertha HV Accordion Shutter -Blade i _ Only- (Non-HVHZ)- Drwg 20-164 Limits of Use 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 16'-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 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawlnas for_ nthn __ _ 1389.3 T Bertha HV Accordion Shutter- - COMBO- (Non-HVHZ)- Drwg 20-163 Limits of use APpreved for use in #tVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Large ssle. s.f ASD load for Blade 1 d li8'Io" fora Blade 2.. 161-0, See schedules on sheet 12, 25 and 28 respectively Description Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions �� '- CL9t)9 '10 IY DidWIMr' Verified By; American Test Lab of South Florida, Inc. Created by Independent Third party: Yes Evaluation Reports 0_AW r ASSA ®L®nF ti p Created by Independent Third party: Yes Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions E1 3�19 _ I:flU IT DE2lfl�iMr Waco n �„ , �df Ver;fled By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports LIDO l:10 AE pt=2 ASSA Cal D � d Created by Independent Third par ty: Yes Extruded aluminum interlocking blades retained ta�e y tracks (top and bottom) for, storm protection Installation instructions 1=! rlt�9 Rio IY f�Rl� ASSA Fl pE1 2 Verified By: American Test Lab o SouthpFlorida, Inc. Creategf d by Independent Third Party: Yes IElaLtion Reports E3E3� °1U AL_ PM A py Created by IndependentSA i' ADE'1 ' Third party: Yes ED ME,,! •;,I Genteel s :: �601 Blair` gtp"gip; �Ilahas to R 3 3Qo phone: a50-497-10 A The State of Florida Is an AA/EEO employer. QpVAght 2007- 2013 State of FI"ddn. ;; pAvacv ctatement ;; � Under Florida law, email addresses are public records. If you do not want your a -mall address released In response publ c records request, do notasend electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have an Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must p questions, eothe Depaarrtn Department contact emall address if they hhavSection one. The emelis� provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply I a personal address, please provlde the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click +)fie . Product Approval Accepts: 0 El .- c`Ctee Credit C arf) Safe GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUA71ON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (%t0 mRiOK)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION RE INSTALLED WITH A 15. 19Y & 20. FACTOR Kd=0.8162D OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL ON SHEETS 11 THRU 15, 19 & 20I 5, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.&D.) DESIGN PRESSURE RATINGS INDICATED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO AS,D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (AS.D) 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 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t'I� USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERMCA71ON OF FASTENERS IN WOOD• BERTHA H.V, ACCORDION SHUTTER SYSTEMS ADEOVACY FOR WDID-AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER BE REPORTS: -HV BLADE (] #0214.01-03, 00715.01-03, 01004-01-05, 01214-01-05. #0317.02-06, eo6p9.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTO AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE COLS AND ASTM E-1886 -HV WINDOW BLADE © 00505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL 2- HV BLADE 0 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 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 0102.75' AND 014x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD SiRET1C1El AND 180 k5i TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA IN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE NV 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 6063-15 ALLOY IS 30.0 k., AND 35.7 ksi FOR 6005-TS ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WUH SECTION 01-6 OF THE 2015 ALUMINUM DESIGN MANUAL 5. ALL SCREWS TD BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Hsi MIN. YIELD STRENGTH AND 90 ks1 MIN TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. 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 0 : 12.13,14.15 AND 20 HV SLADE 0i & S WORKING IN UNISON: 12, 13 & 15 S. THIS BERTHA H.Y. ACCORDION SHUTTER SYSTEM REARS A U.S. PATENT 06'779,SB2. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 ISSUED TO EASTERN METAL ERTHAY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUL( ALL SHUTTER 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 07NERg, MUST PROPERLY CLOSE ALL HV AND HD CENTEFMTES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL RE 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 EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEMI'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED RDI 13. (a) THIS P.ED. 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.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. BASED ON THIS P-E-D., PROVIDED HE/SHE ODES NOT DEVIATE FROM (a) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS . (d) SITE SPECIFIC PROJECTS SWILL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND YA10 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. (a) ORIGINAL P.E.D. SHALL (SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1}jltl(Lllllllt/,''' "fit{ A 7 02020 TILTECO, INC. ♦♦♦♦� ♦ ��CO, No, 441 *; TILLIT TESTING & ENGINEERING COMPANY 8335 P.W. 36M SL. Ste. 3M. VIw" CAR0915, NORIDA 33 STATE F ;•.G /�� ?v2o s9p•. F Phone : (305WII-1530 . FED : (3D5)E171-1531 - M 191eco9-cam tjj���� CA-0006719 r i�7'A/ASS/O,••••• v1 ♦• V ON .ca' EAL/SIGNATURE/nATF FLORIDAIWALTO A. aifi7 7 TABLE OF CONTENTS ARM 1: HV 8 e - (1) & dAl 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 enF t7 AND FIV WINDOVd HI eT1F 0(wHER Pp t 1R1 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 CENTERMIATE DETAILS HV SHEET 8 CENIERIApTE 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 ANCHOR SCHEDULE- WOOD SHEET 14 SHEET 15 IINSTALLATION DETAILS M-R, WOOD SHEET 16 IINSTALLATION OETMLS S-%, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, V100D SHEET 18 AREA 3• HV WINDOW BI enr: TYPICAL SHUTTER ELEVATION h, n D v SHEET 19 AREA 8: HV WINDOW t3 eD n ONt v INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA e 1a s//yra AmeNean Shutter .Systems E1iaoclafTon. Inc. 4268 Westro9ds Drive West Palm Beach, FL 33407 -u ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. A ■■■■w ritvTIA Accordion Shutter System ILv ta.AOE #t w/ OR w/o Kv Wrtoaw MAX y LIRAWING No I 4 20-164 FOR WDWN to HV WIND BWO LADE; -SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 670' 2.226- 1 �o o ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER o I 1.91J' De L 3520_z r_ 11 HV CEILING HEADER O IFIED FOR USE W/ HV BLADEi1lONLY. SEE SECTIONS FOR VAIJDI 6063-T6 ALLOY AND TEMPER t r- >; MN XLOdY MNt 0.062- t 1j6 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER oA. `s' o 0.454' 3QHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE OI 6005-T5 ALLOY AND TEMPER �I_ ` O85•- ��-- i iTMPa (j)HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER n, VARIES � 1• t.915- T_ .0113- too••.L :�i R' II o! .060. 1Q HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALIOYY AND TEMPER it a ALUMINUM ANGLES QUALIFIED FOR USE W/ HV GLADE 10 ONLY. 6063-TS ALLOY AND TEMPER P...,........ \CEN- No. 4411 �'. STATE Oi ORO � S BLADE ALLOY If � om i915'I 7.092• J ( t) V WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE t 1� 6063-76 ALLOY AND TEMPER �t_--1, �•_� .__.�. 09J_•y .093' I670' (am -CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE O SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT q B T7 T2 t5• MAXI 1/8 11/8- 18 1 2' ; 5MAX.! 0.192• ! 0.192- t9 2.5' 7' MAX.10.190 0.190- - 2• ' 5• MAX.; 0.139• 0.131" 02020 TILTECO, INC. �L 6 C ®INc. TILUT TESTING & ENGINEERING COMPANY SM ILW. 361h. St. Ste. 303. Y&MM ovgDIM. FLO M, 33 Phone : (SDS)571-1530 . Fci : (ZOS)871-1531 e-Rw1: tiltewftof wM CA-0006719 WALTER A TILLlf Jr. P.E FLORIDA Uc § 44167 a I t.200' i ®liV g0•/180' STARTER QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER —'.920 9O V REN RACK FIED FOR US HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMP VARIES 1.936- A.12 f� 09J' m m •! t n I vP 52 i �670 j %y19. 14 W L HEADER SI 6063-T6 ATEMPE Ij� X Y t 2' 2- 10.125- w..� - 3' I 3' 0.090' CO CORNER POSTS QUALIFIED FOR USE W/ HV BLADE O1 6063-TG ALLOY AND TEMPER FLORIDA BI A . S .A. American Shutter Systems Assoclation, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 1� 1iV RAINGUARD QUAURED FOR USE W/ HV BLADE1 6063-T6 ALLOY APO TEMPER EASTERN METAL SUPPLY. INC. r tl�tn ■ K-E" "r TM Accordion Shutter System KV. BLADE #1 W/ OR W/0 FLV. 4WNDOW BLADE ?AWING No 20-164 HV CENTERMATE 2 USE W/ HV BLADE 1O ® ONLY 1-T6 ALLOY AND T I i PLAN n FRONT ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER 1.917 .214• m; )(�\\,f11 � �mmm Cl AD—CENTERMATE W NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE(1)& A 6063-T6 ALLOY AND TEMPER — ® LOCKING RODA Qbl�U FOR USE W/ HV BLADE G1 063-T6 ALLOY AND TEMPER 0 45 INSTAL WILL REQUIRE A 7/,.6 FOR USE W/ HV BLADE(I)& 0 ONLY 6063-76 ALLOY AND TEMPER 23 HV CORN R CENTERa 0 BAKED PNIOEa (2 TYP)} 1 .318' L BRASS cnmER & KEYS PLATED (0010ME ) 1_eLmi QUAUOED FOR US BLADE ( & ONLY. 2_874l Q AUFIED FOR USE W/ HV BLADE(J ONLY 6063-T6 ALLOY AND TEMPER f �_L.Ls_fi4sx2� \ I I - 2.1U79.1.753C'�.w� j tvf 7. •pqpI----.-I--/ HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY �9 NV FEMALE "T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1�ONLY 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1'130' r-- I --1 L_37s'o if1�6 HV 3/8"0-16 AACCETAL THUMBSCREWS .432 432 iT.D.11 I i � - .405 ® HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1O& g 6063-T6 ALLOY HAND TEMPER fI/2' r--- FR— L-1/am HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBS CREWS QUALIFIED FOR USE W/ HV BLADE1 02020 7ILTECO, INC. No. 44 67 /TILIE C ®i N c. STATE ��/�' F dp2p TIWT TESTING & ENGINEERING COMPANY a= RW. 36,A SL. ',��(`' • I P •' .` / St- 305, VUWM GARDEN nOfMA 33 Phone : (305)871-1530 . F.: (305)871-1531 /�irs�'1n aH:0 CZFAI /CICNATI Ior /nerr FLORWALIDA U. g "167E BRASS CYLINDER (o mw PLATED) YFIEDOFOR ®E F B E1 & ONLY,.' lASRC HEAD "o�- 21' NOLDED TO- mi m- I__.�_ SCREW C - n • " " IRE RIVM AFTER RNEfU r „ 1 /4 0-20 x 3/4 S. THUMBSCREW S /4"0-20 RIVNUTs ES 9444 ILL (2024-IS ALLOY) LARGE FLANGE THIN IL822- SHEET 9 0820. AS UANUFACIURED OY AVDEL CHERRY TWORN. PARSIPPENY. NEW JERSEY 07054 OR EOVAL i� HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE IW/ HV W/HV BLADE (D ONLY. BLADE (D ONLY. y755 =----- i THUMBNRN I �CYLINDER OR KEY CYLINDER .545' • 0.875' Min. N n' m•O p° n m , .125' Max. 1� ° l O mi !� i 804• o I 1 Ni VIT ' _;- THUMBTURN fl° _ CYUDER OR KEY I.--- ; L57 Min_; CYLINDER Me ®EQ. LOCK BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOCK BOLT LOCK. ^wwQUALIFIED FOR USE W/ HV BLADEO& 0 Ats&S I American Shutter Systems Association, Inc. 4268 Westroeds Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. &F LG10 Ra ffisfa "v TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 KV. W ND= BLADE 3 'DRAWING No I 4 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 10 HV BLADE 1 HV BLADE 1A _._---.---__-- ® ® HV LONG RECESSED NYLON BUSHING y ® _HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES u 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD * HV 2 3/4" ACCORDION PIN W/ #8 HEAD * POLYCARBONATE IMPACT RESISTANT HV WINDOW _® ®3 ® Sx N PIN IS AN EXTERIOR ALADE KNUCM EOR Y M , (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 38 TC4 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) OR N ` HV ©SLA.DE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN @ MAY BE USED IN LIEU OF (9 A14D ONLY AT EXTERIOR BOTTOIA KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� uo.3za - BLADE WHEN CORRESPONDING TO INSTALLATION "11 ". SHEET 7. •TM'P.=1r (3) HV PIN ® OR©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER © \? SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET Q ` WHEEL CARRIAGE DETAIL Has. ASSEMBLY LAYOUT N.T.S. 0625• I 8WE'S KNUCKLE (nP) 2 7/8- IAINIJ HV CLEtR --1 SEPARATION: BET'NEEN BLADE OPENINGS CS /' ! 0$ 5 3 CTNTERS 5Een0.1 r_Y ,7500• �e YEENI TYPICAL HV WINDOW BLADE hAI AND - -I - — "-i r5 I PC) LYCARBONATE HV WINDOW DETAIL ` •Y _- N.T.S.; I I , 0 YCARBONATL_1MPACT RESISTANT H'✓ VJI^JDON BAYER MAKROLON 3103 POLYCARBONATE CE RESINS, UV -STABILIZED GRADE OR SABIC TD BLABE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 7" ON SHEET 19). i EXTERIOR A- HV BLADE SOLID & fAL HV WINDOW BLADE DETAILS N.T.S. /trff�ej' 02020 nLiECA, uta. `'``\`�1L111)Ili �LTEC ®1N1. •• NO. 44 6 • 1i• TILUT TESTING & ENGINEERING COMPANY �'•• STATE �i�/� F 6335 11M. 16m St- Ste. M. V. w CARMNS. FL.OIRZA 33 Fh ne : (305)871-1530 . Fox : (305)871-1531 e-mail: tiReco` O'• F S .!• •.• �Opl EGA �� w.com CA-0006719 'y�f s((55 Ill L'u.LTFA A. TILN Jr. P.E. FLORIDA Lie. Y M767 . r•��1 `�� lizir KIATI'm /TI ATE POLYCARSONATE SOURCES FOR 44 AFFUaKME kFSTI"S ttPIGA PROPuMES STAVS.6D Pammw.lm AaaAA Egf!nAJ EFEWM G iM L90ANIriL- ;Sill D?2 0A43 DM• 0443 R/1e Tonu rE D STRENGTH asTu OWS 9.400 ae.i. 9.500 P.e.i. g9WAL 5401G x Ar YELD AYN OM 12= Pn . 13.400 P.aJ. FLIMAL NDOutDS ATN D79D 340= Pa,. 335.000 _j 1 7:uw IZOD F5T_ BO N't.•n CMaRs_ RSL ASII =6 ASTII oa'813 Is R-Ta/In 4].7 S n FT-0/tn X] S UAY swK� CENS'Y PATE OF D:At9NG ASTM C635 C-1 C1A55 C-1 CLASS SEC 10fJ110K A3t51 01929 1040 •1 980 1 ASTY G135 TVIME SmQXtln MTEF ].TANM A= O35 9= i=;. SNO 0.ni. iQ1Sl[ 61FE55 6EFGTE Tf7ATNE2NG ASnI 639 81E1 Ps.i. 688D -.J. As S u S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CODE (bon Nigh Velocity Hurricane Zon © 2020 EASTERN ME74 SUPPLY. 114C. BERTHA HVT, Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. WINDOW BLADE AWING No J 20-1 64 b X S li r O�q 1 !@ a,20, t I I x�e�-Mi J SEE END - CONNECDO DETAILS Or SHEETS 10 18 TYP. FL HEIGHT. p�W r � a ♦® l 7 I i 111F Reg 15.=§§§155T -ti5- OF CORNER (7 �a®m+10 CRdTERMATE ©•o-@4)^ ®• InvBan©9.I�m+19•©Sce•i��2+� TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS AND CENTERMATES I. HIMMELDIMMMMILft ONE HV LOCK 2@ or I@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BEJ�OW J[2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR NST TIONS T ANY ELEVATION. NV LOCK 12� or f� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED 701 OR O CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IMM LOC I OR MAY OBE USED AS AN INSFOR IDE OR OUTSIDE CE OR FOR SECURITY LOCK. CONNECTION OF LOCKS TO UC To TWO ENTERMATES OCIiq.N OR SOF LOCKS BE AS (SHALL BENTED AOSNINDICATENOTE (D ON OTYPICAL SHUTTER ELEVATION. 3. OPTIONAL '01111111111-B WWI � 11Y WHEN U&I OR LIMITED MANDATORY CONDITION 02 IS USED WAWO H.V. ncKsl• LOCKNG RODS ARE NOT REQUIRED AT �IURRICANE POSITION. BUT MAY BE USED IF DESIRED 70 ENHANCE SHUTTER PER MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. WIDATORY COMDI11pN /2. ONE HV LOCK ('r® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO n CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LACKING RODS 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. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS WSIOE—OR OUTSIDE LOCK. ATTACHMEM OF 1/4'0-20x3/4° S.S. THUMBSCREW TO OR ® CENTERMATES SHALL BE MADE 1V/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 8• ANDIRON t3 FOR KFvsmMc ua Mono INSr ,IeTIONS ONE HV LOCK @ or @ 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 0 or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © or @ SYMMETRICAL CENTERIAATES 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 @ W/ Q� OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. °tJOTES ON HV "T" LOCKS AND (`MER AT 1. ai_'. ONE ALTERNATE FiV 'I• LOCK lS�TALLED IN DEU OF HV LOCKS ®OR FOR ANY SPAN AND INSTALIATIO AT ANY ELEVATION. AL F�' WIN OFOK INCLUDES USING REWFORINTOCONECTED 70 CI:NTERAIATES ® AHDS. 0BIOF TWO CLOCHNG ODS ��OP AND BOTOM IS MANADATORYPAN OR 12' *NOTES ON HD LOCKS 8c CENTERMATES tt f. ND IOCK'_Ld W/ HD CIEWERUATES i 1 aR (a7 m (sa :ONE ALTERNATE HD LOCK �7��9 MAYBE USED IN LIEU OF HV LOCKS 124 ANY SPAN AND mrAUATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK &4 TO ®IS W/ 3 8B x 3/B' FH. S.S.MS., AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC• SHEET 10. LOCK MAY BE INSTALLEO AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL `,`ilI1T�IIIT �lw/i D12020 TLLTECO. INC. '':'ice-� \\GEN ` 1L EC ®1wc. No. 441 i7-- 1I Y TILLIT TESTING & ENGINEERING COMPANY e1 cos N.W. acln. sL, se. Aos. rXFa o(305)8 •• STATE 0 � Z61tecomual.com Phone : (JOS)871-15]0 . Faa : (705)IT71-15;1 1-153 A/ORID FS1 .—�C��` CA—OOOH719 �C `Q PAI /QrNIATT for in— WALTER A. TNJJT Jr. RE FLORIDA U. 9 44167 RZR�ls�e�. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ©2020 EASTERN METAL SUPPLY. INC. 71"rLe5 M "ATM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. WINDOW BLADE (AWING No 20-164 CONCRETE ANCHORS POURED CONCRETE -I POURED CONCRETE POURED r(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE ' / SHEET 13)REQUIRED CONCRETE ANCHORS tMAACHINE SCREWS REWIRED CONCRETE-., f / - S.S. lo_.. CONCRETE S F0.V f _ I J '-lri.' ) 17 18 NE (SEE NOUNDNG ON SytFf7 >I i (SEE SCHEDULE ON W/ 1/4-20 (SEE SCHEDULE 0 EET 13) 1+' 1 .' / O u"""'" F / , j1 T SHEET 13) ( NUTS 0 12- D.C. OR 1 4 0 20:3 4 Z,/1r^_ EO- EO-• MACHINE SCREWS i�'/ r / 1I�' I& j I f /�f USING 1/4'-20 NUTS �j--'��'c-Y _.. 19 FA-I)-E° E. D. �f / 1� Q�( ®12' O.C. 4i 11 • I; I n250' Ma - f _ I1/�': j! `/(• i,/L;i'o1a sllxau0l �)reI�V' �h�l ��1lIif+ t IE,I��/,i/ }})r�y'�',' p- toF15 i iy 50' .2II(I 9� 15.!'a.3 2- iE.o,__OPTIONAL PIICNAL aLE IT •I iTi-I 11�Nn 91DNA-';4 ._i1 )OR ®� y4i 4 EXISTING i 9fk719 S ! ij I I F yyyy a' f j a' EXISTING ! _ MIN. SEPARATION TO GLASS --i �a6 CO6` 1 ' MIN. SEPARATION TO GLASS 1 .1 4 r� -'� I e SEE SCHEDULE ON SHEET 1I)-- GLASS 0 li r I I 1 CUSS -i ( r(SEE SCHEDULE ON SHEET 11) I i� 6 15 .. _ .___ _ _ _ __ ____. .... __ ..__�Lt�_-.: ____✓~ (STING ! 1� I i' '•r CLASS — A L HEADER INSTAUATION � ---- -- --- ' --- O HV WALL HEADER INSTALLATION (g) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING SOIFDWE W�3h4 5 Uri 1 ti �.OR G I MIN. SEPARATION TO GLASS) ti ' .- SEE SEPARATION TO GLASS G r esa SSMAsnN I I I a i +� MADE (DANO a 11a I r 70 Gn4 �._� !- ^ l ® I I a I —.-.(1 EXISTING1(EE SCHEDULE ON SHEET 11) I; I ~ 1W�9fII18 i (SEE SCHEDULE ON SHEET 11 I MM SJ lax6Om® a 1� n GLASS—i ) I y I1� OP110NAL t by � •� r _ t . Piii f 1.1 6 E. D.- .}� ie h !-1/4� Max. 4� I % i-.�___•- May. •-1 I I _ ) Imo- OPTIONAL E D.�';'� Ed•,, 13 0R 15 L D. i �- ---13 OR EO �,I-EO Al IOR 4 --`-_ .'!. a' �r -- -(�.. 1/4"0-20e3/4' S.S. l-ED ED- PHIWPS TRUSS HEAD /�_�. ._,c / 1 MACHINE SCREWS USLYG 1 ar 1/4'0-20x3/4• S.S. PHILLIPS cONCRETE aNcrlaRs L 17 18 1• 1/4'-20 NUTS 0 12' D.C. (slE�scH�Du aN `/ 1� - t_ - - TRUss HEAD MacHINE sCREWS (SEE SCHEDULE ON SHEET 13) I /, CONCRETE _ W/ S HEAD NUTS ®fY C.C. ORUCO CONCRETE SL K AOn - ORUCOCREfE BLOCK SHEET 13) 1YALL REQUIRED HV WALL SILL INSTALLATION ' (� Rs EDULE oN REQUIRED POURED C CRETE _ SHEET 14) O HV WALL SILL INSTALLATION OR CONC BLOCK WALL UIRED ® HV WALL SILL INSTALLATION C19SE.LQB_COMel NATIONOF SECTION . 1- SEE SHEET 4 FOR TYPICA SHUTTER INSTALLATION DETAILS W/ ASSEMBLY - = DGE DISTANCE ♦ SEE UMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 I` I•( _� HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zom 02020 TILTECO• INC. 02o20 EASTERN METAL SUPPLY, INC. \.\\CEN /rl�9 BERTHA HVTM /11L EC p �, o• AuSwSA ®eAccordion Shutter System ND. 441 7 Kv B(" #1 W/ OR W/0 Kv WINDOW WM TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems. as , -DESCRIPTION DATE PRAWN: MP -O % STATE 0 ' -� � 055'LW- 360` St- � 305• VROM �15• TLORmA 3316 Association. Inc. 1 OLD 17-107 f/2/ DAn_ 7/2/2020 9� ; F Phone : (05)e71-1530 . F. (305)871-1531 4268 Westroads Drive 2 (0g19 •; �(V a-ma0: U7teceOaal.eoen West Palm Beach, FL 33407 a DRAWING No i/ Fs"'•• cA00S7t9 20-164 WALA.0 i411i Jr. 7 a //h..�NAL .pyp�� c�AI /clr�lnrllor /na,•r FLORIDAoR1U. 1 44167 -..-_ POURED _ _ CONCRETE ANCHORS •--_ _ .y__._. r-.-___..,.__._ ( Y i CONCRETE - (SEE SCHEDULE ON SHEET 13) i 70 t t �--. OR REQUIRED \ �axlTt a sar i ) EXISTINGO'NTDSTPAG1.91v EDGE OF -'' n raj M=0aa GLASSMASS + - LAB IF i Dv stEi7 7s vot --i 7�' i (=� :AL: 11 a E. of J SLAB EXISTING ' s s7Fr Lq GLASS w, s=T n) I {t t g I i ALTERNATE -\ ( / •' "�� / / ANCHOR 1 ; L i EXLSi1NG� i i t It i i 1 1 ilO.3/4' HEX WASHER HEAD i i i i t CLASS l I r 11 �13tra15 3/A4j, :/- o BOX scREss ® 12' O.C./ .I- TI ! r S�' / !' �/ EDGE OF r 1 H 6 7/8 ... ti�/-roNCARE u1cHDAs ! ! t8 Y /! .'/ f I I �-+' 1 .• J (SEE SCHEDULE ON SHEET 73 / , 11! r '{�i// IF EXISTING i II t ;ii iD_j i ;' )/cd ,1> f I!,'_ /j J/i .: 'l%/, APPLICABLE EDGE GLASS—.. it I Ewa-.�i J ,'1j ,!//r{ i��, �jll j f�,f�'r �•' %r!/� J�J '� IF i�1 •, f�`.J/ "!_/� wriAxms+ i !1 •�!� / / %/ 2''f:_ / r ,r EDGE Oc 1/f , ,r / • APPLICABLE TD tl.W (sFE 1 AP?UCAELE / .'.0.� r O.- /' ' /� .' / SLRB IF APPLICABLE PouA D-I -i BLAZE 0 I p POURED r ! ' ✓''i ' r CONCRETE J ___-.E 0.« FLAT HEAD CONCRETE ANCHORS a+:T>�'r is t17R ,1 a 1 OR '(• `'1L'- r REQUIRED CONCRETE (SEE SCHEDULE ON SHEET 14 REQUIRED ' /`FLAT HC0 CONCRETE ANCHORS REOUIREO ) i aADLsfla A _ (SEE SCHEDULE ON SHEET 14.) I1 TRENCH INSTALLATION u,� OI HV WALK -OVER INSTALLATION VAUD ONLY FOR UP To +70. -75 PSF AS.D. CGi HV CEILING INSTALLATION V' HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE $3. SHEET 11 EAasnN7 CONCRETE ANCHORS GIASSC j -- - 'M' �x''`7°T' t --- -'(aT: --- • - (SEE SCHEDULE-c Cq ' 1 m MASS -- - I - I (-- --- - X---- SHEET 15 • I/a•0 nn O mEX TTFCa7 e ) CLASS i EMSn,G-- ' ' , EXISTING ) __ _ , _ __ ADM=,IrnFA�rO:v I 01 - cross GLASS w.„A ro �, GIAS - - -- p ,EDDtaocr OR , I' ' t—ih-'-!: t 2Vtc 4.1 sPP n1 _..� �•j { j� ,' fF FASTOAM TAVMM. 4R+:* S75 w/ I ^.1/4" 1Gl +"P. "4A1CT1 i0 G.O6 1 1 JI4. 1�• E7._�•a- L a C + 1 ' , ' l91 .3 CNt f l) O.C. i LP TO 6'-0' SPAN R� r ,I1, 4' O.C. FOR SPAV$ LARSM THOU 4 X M �L1AX. (J, I / �i' �:." SEA.ANr AT E�flt! FASM11ffR FG1D 1 g ( 'i} - 13 CR �D! i ( f I ' / E1YPJ ( Na E tt aN srtT / 15 �TOr3/4" He% E 'J • LTlTA70. �' 3%8'- I/2" ' r. • - .—_ - - 6 i r d I' T WASHER Hal I G...� ., ------ J MAX I (_ R9N_ 11 i , TEK SCREWS � .,., caN7. sEVNr " ;14.3/4" HE' HEAD _ . i?a;s' ,' , i,i "- ® 12' O.C. Fr I 1 i 7DS SCREWS ®9' O.C. �'l--` �7,3f8•J%� oR I/a a-zo s.s. s+.s. ca.cR�E ANCHORS c— U T - 814x3/a• S.D.s. I', a7i 1 1 * i 1rr nv o ! 7 'i - J/I/4 a-2O 3 a/ s- O.C. (SEE SCHEDULE oN 1 2 a' rs B 0• C. i 1/a' fii 3 / SHEET 14) % L/' �'� J t1 � 7"-- UP+.- I`I' % Xsa.^, t/a'®-2055 US -' _ ;l I� r ! L^ , 3i f` a 12. O.C. uT; x_ aF 17 oR 18 1/z.j` 1.1 ' 17 R 78 i�� _ �12.00' MIN:: DwiNG Nor, s7RUCTURAL r 1 ' , T'• vutL 7W,;f (DEOORATAli E.D. SILL) .- 1 7/8•.r:L 1 7/B' .I� �FUCA6E�.:_ ..._i `f T . 91az3/a' F.H. S.O.S. . ••MIN• 'ED = 1 4 _CONCRETE ANCHORS -SEE NOTE 13(hj .: RT` '} O B• O.C. _ - ! /-- POURED CONCRETE % (SEE SCHEWLE ON ON SHEET 1 'SEE NOTE 131b �O-EID OR REQi11REDRE'E HLOCK SHEET ]4) POURED CONCRETE- ON SHEET 1 _ CONCRETE BLOCK -.' •. a 1PTLONAL- POURED REQUIRED KEYSTQNF M061fdTIEIG IPISTAlLATIQtr1 CONCRETE (� HV WALL FL00R INSTALLATION VAbkLJPR1.QE:.ea- REcutRED � HV WALE! WALX—OV -R INSTALLATION L•Amu2 sxurtER SPA:+ a•-D• j HV RAINGUARID INSTALLATION NOTE FOR Oy ATIti OE SE(MO'6:' E. D. >• EDGE DISTANCE REMOVABLE WHEN PERFORMED INFAULATPCN SHALL BE tTFTS 1- SEE SHEET a FOR TYPICAL _"UTTER (SEE SPECIFlCATICNS ON SH=� 13) ADJACENT ENAT t OE AN OPERABLE EXG 2LP9E Q ONNSHEETU75 FOR 2-'ASMCLY INSTALLATION DETAILS WZ O HV ®LADE 2- MCUMINO SEC7Ct7S CAN BE COWBIN'EC IN ANY WAY TO SUIT ANY INSTALLATION. 11fA►'" ozozO TnTECO. INC.FRONDA BUILDING CODE(Non High Velocity Hurricane Zen l ©2020 EASTERN METAL SUPPLY. INC. BERTHA HVT-M � Accordion Shutter SystemN7/1 o� wSmS,© Kv BLADE ffl w/ OR w/o Kv NINDOW BADE American Shutter Systems 71' �T Z©2fJ ilLlli TESTING &ENGINEERING COMPANY %" Ev. N DESCRIPTI0..4 DATE cAA•nT7 BY: M3+ 7: • STATE F 6sss rt w. xu st, sm. D5, v6x ¢1 OA Da s, RaR Da a31a Association. Inc. t OLD 17-107 /2/2o !.j: 7/2/2020 9p•, ; ��`r Pho e : (305)871-1530 . Fax : (305)877-1531 4268 Westroads Drive 2 �F .•��fll �` •���� °871-1 ,30 . F, Lcwn West Palm Beach, FL 33407 y IYG NCFAI /Clf_MATI IDe inATt• aFLORIDA L'e9 44767E a �- 64 OUT { yo J ' r INSTALLATIONS W/ (� HV SEE NOTES ON LOCKING RODS©, RVLoacs AND ALTERNATE HV LOCK ® ON SKEET 5. I N--'E7(ISfING GLASS S\ f X � ** SIADE SLACK DEFAIL Hvr IS VAUD FOR ALL BLADE WZ HV CENTERMATES DENTERT0,TES APPLICATION ' WITH BLADEo �©�RI®oR©•p�6aQA,1o.QIa � OR 2 SEE END WALL CONNECTION EXISTING cuss DETAILS ON SHEETS 10 & 18� (Q`0 `©°'Q`�'®- f f -Q 1 Soa1 8on8 7oa -------•---------------------------- 2'Y2k1/6'x0'-2 6063-T6 ALLOY) ALUM. / I 8• 8 9• m 19 •$ 3 1/4- 7- 6 1/2• 7^- I 1 O O © O r—� � ��__ �_'�-- ------ W/(2) 1/4C TAPCON wW/(2) / GowrnErE (roP/Borrolq � _ _ _ ___. 1/2• mi®+® I X OPPOSING SYMMETRYCAL j CENTERMATES ( IxI/2- S.M.S. To TUBE AT EACH ANGLE, (fYP)� j I I I B1Dx3/4• s.M.s. ® 12• 1 i CENTERMATES f MIN. SEPARATION f O.C. FULL LENGHT. t i WJ HV LOCK or s �k I Gtass / N; ! Wf HV LOCK 2n4, or (SEE SCHEDULE N( 35 *; IN I C35 ON SHE7T 11) 1 I I i 1/, 2;_ 1/2• �. 0 EXISTING O•®�Q•®�®`Qoxl GLASS ©� ® J GLAS! Oft.� * MIN. SEPARATION, TO GLASS (SEE SCHEDULE IN OPTIONAL ON SHEET 11) (INTERIOR) 0 -I - - L"I a.------------ J �_ 1 66 LQ .J HVA ,I a (EXTERIOR) (22-®� �(2w® ® ®m�frI „ OUT I — ® HVB HVC r--E)aSTING CLASS 10• Sm+ SYMMETRICAL �* IN 6 • 7 - 6 - 7 . g� —i— -- --- O + © � O © MIN. SEPARATION CENTERMATES 126 (©,Q ©� Q O ro cuss T * r� aaR1 aoas• 7� W HV LOCK 6 OPTIONAL (SEE SCHEDULE 5 (INTERIOR) ®' 8 oa 19 . 103 - 19 +Q ON SHEET 11) I, M HVE 0 @ OUT r4(%T ozozo mTEco. INC. �. ��1;Er. cc •. � e�NE C No. 44 67�'" ` �tac• STATE R F ? / rL02o � TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. s1., Ste. 305. MGM GWOQ6, ROWA 33 Phone : (305)871-1530 . Pox : (30S)671-1531 kO'i1', X 10RI Al�` `� o-mo0: GTteee6aoLeom P.E. W�m� n.,....... ,au1 cFAl rclr-MATI for /nATr U. g sit 6 1/2- MAX. SLACK_ I :-POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED :y I II I 7/C.N.RETE/I ' ANCHORS 0 16O.C. I �I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zom ©2020 EASTERN METAL SUPPLY, INC. e m o o American Shutter Systems Associaflon, Inc. 4266 Westroods Drive West Palm Beach, FL 33407 BERTHA HVTM Accordion Shutter System Kv MADE &1 W/ OR W/0 Kv WINDOW BLADE IEV- N DESCRIPTION DATE DRAWN ar: MP I OLD 17-107 /2/zozL w1E: 7/2/2020 z DRAWING No 20-164 3 ALTERNATE INSTALLATION W HV "T" LOCK 6-0 HV MALE/FEMALE 'IT" LOCKS CENTERMATES �8i 49 & LOCKERS U Wf (1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & is OUT n , DOS7 ND DIASS BO �I I IN i� GUIDE(D mACK DETAL NVF. DIDwE0 DN sm 6. IN WELL A5 IR9YER9AL nw1M6 ELIDE XN THIS NW-M!J . 1 6 l7�v6Bi �10a . 3 4 ItS WELp ON ne5 VLF NAY BE U50MADE )DN ilk W : 1 \ la •���. p,q,l /I.py� INSTAUA710N DETAIL WO s110NN W TNIS MWET.. Is49E I(-IU"TTTi_7 INSTALLATION n HV BLADE W/ HD CENTERMATES 3� SEE END WALL CONNECTION -- DETAILS ON SHEETS 10 ✓k to i I r _—" I �--- _ 35 I s) - 35 J%'T �E SAME SOW) EACH ar.0 Ow)) I i 1 `/, L-_----- _ I �j 11�oi. Swami - - -------- -- ------� CoProxAL ------ - - ----- - I 1 �* (OPRDKAL) - --a , "----------� mi 5 tFNra �I n „-- y� 30 HV T 'L! I IN (a) Nv. _ i �N- 13 O N.V. I • -- I .1 I r � 3 .O LOCK (INSIDE) PMS (TYPJ - 1O ._.. � r � �-- 7-______- PW9 T 3/• ire s� � , cs:c �,a i ,_,- I �- ' , _ -(TYP.) -i L10 * SEE NOTE 6 FOR HV LOCK . ?- LOCK ON SHEET 5. i' SERIES 0aas aLDNMUN (2D24-73 ALLOY) LARGE fIANDE T19N sIIEET Nurser. PARr p oazo, AS MANUFACTIDIEO 9Y AVDEL CHERRY TEXiORN, PARSIPPENY, NEW JERSEY 07054 DR EOUN_ M 30 HV "T" LOCK (OUTSIDE)` No. 441 ire -c'•. STATE -C� our 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. H G* BPP—HVD** FLOATING STACK 02020 TILTECO. INC. �Tjl L EC®,N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3W. SL, Ste- M. VRGMA CAROENS, FLDAa 33 Phone : (305)871-1530 . Fax : (305)971-1531 ermRO: tat e..0.0 eam CA-DOUS719 WALTER A. TDTJr Jr. P.E W /nA= FLORIDA U. 0 44167 (CMDNDNAu HDB—HVB ouT (DPDD1Jz) HDC—HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES _W/133' LOCK {EXTERIOR) `W/ Sk' LOCK INTE IIORI SEE NOMS ON LoC a RODS® R ND0 UDCKS - SKEET 3 UVMR5 FM= EXAM0 MA, NDD-NYD LS VAIAT FOR ALL CDOMW TM APPIIUWNS WDN ENDEQ FLORIDA BUILDING Ae S e A, American Shutter Systems Asscclation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Hon High Velocity Hurricane Zonl 02020 E*10N METAL SUPPLY, I,YC. BERTHA HV/,t., Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V- NINDOW BLADE My. N DESCRR•DON DRAWN BY: MP 1 OLD 17-107DATE: 7/2/2020 2 M20-164 DRAWING No 3 j —POURED CONCRETE OR �./ j�. —POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL �- ' OR CONCRETE _ _ OR CONCRETE + .-.POURED CONCRETE I �� / { 1 OR CONCRETE REWIRED %� % BLOCK WALL REQUIRED {r.._ ��j 'r-7'' BLOCK WALL REQUIRED I i /•% �� % i� f / / / EXISTING GLASS I ' .� / ! �: / BLOCK WALL REQUIRE[ i�ti CONCRETE ANCHHOCR '-1 % % EXISTING GLASS i ~ // - Z I / i• J/�EXISTING GLASS !-./.._� - Zr_ -/ ' �— ,mi7l %" ", .� % ��,�` f _ J-- ( i. / ,--MIN.L_ /EXISTING GLASS ir+'� 2' MIN;: i % ALN. SEPARATION � / / i •'' f , � / .L — ,I�I MIL SEPARATION ; , f , T° GaAs (� i / M�L SF 1 a��4 — r � �0 III -�EQ / To Goss (SEE % ! %' 1 a SOfEDULE uvEOAro i To sass (SEE It � �ii � MN. SEPuamav SZS�11E ON SHEET I/16'a3' MAX. -- ON SHEET 19 FOR / / SCHEDULE WI SHEET I/ I i i' TO GLASS (SEE 11 FOR BLADE (E)AND (6063-T6) CONT. glAp�O& _11 FOR MADEQAND ,•• I SCHEDULE ON SHEET (LOCATE AT ON SIIEEr 19 FOR ALUM. CLOSER I ON S4>;T 19 FOR 11 Fai �/1DE AM EITHER SIDED—N BtAL1:50& Q91 (LOCATE 1/2• 1 -J I - +/2• 1 I Q 1 ( 1 F➢ADESQ&.® T—� ON 9fiT 19� CFO) AT EITHER SIDE MIN. BlADESQ& 1/2• MIN. = OF®) t_ uSE t' OR z' MAX. I �J l I yloa/z• S.M.S. B10x1/2• s.us.._ I Ii _---- — PUCABLE)x2 /6•:o-z• I = - ® 16" O.C.—�_—_—" 0 16' O.C. / -Iy) _—_— INUM CUP ANGLE V a. _ �' (60 -T5 ALLOY) AT MmarHT �{' 1 (1) 0a1/2' S.M.S. TO®& t?� ,� (2)1 0 TAPOONS ANCHORS TO I SEE DETAIL FO r� W A 1. O.C. (LOCATE AT �` OR ®� SEE DETAIL X FOR O OR ®� } SIDE CONON KS 0 OR ® , ETTH DE OF®) O OR SIDE CONNECTION t 44v ��Vry9 ^� 6 • 7 u 8 10 .®m TO TRACKS m 6 . 7 m/1a.®m ®°a°•�p1� 20 '®m SIDE CONNECTION ' LJ.� ®"I©• OQ1Q' 10 •®m DETAIL X FOR •®m 10• lJ 1°'O^'®•�® ®� TO TRACKS 1 1ow®�®•®'©•®m ©•O•©P©.p.®m ®•®m®•OHO•®a ©•p•©'©.0.®m ® ®'® ®'� ©m ®'Om® �©•®� B ® °'®�°'®�®•om®'® ®•®m®•®a�•®a®.® °'®'®•®"®'®� ©•®m®•®ate•®s®•® _END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q END CO CTION AIL 03 END CONNECTION DETAIL ! ! • ,- CPOURED ONCRETE CONCRETE BLOCK !ALL EXISTING 4' REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• ..' EXISTING GLASS ! f �' _ — — — _ — L �_____ REQUIRED GLASS 4 f MIM SEPAWON B1a:i/z' S.Ms._. m GUL4 (sE< ®16• y:c. ' . NaN sEPAPp(TION Dr sLT+mutEONSHELT .'------- 11 FOR BLADE QAKJ CONCRETE /1/2' MIN. TO GUSS SEE -- `�; _______ ©OROOROOR ON SHEET 19 FOR ANCHOR ®-- ____ CONCRETE- B(ADFSQ&Q� SOFOR MADE IfOUIEQ ` �OROOR�OR� i ' TON SHEET 19 fO�R-'{` ANCHOR --" ---- ®016' C.'. Er 1 fr _O I RACES Q& ® ._-_--•_ OR@ L----- I I 2' ME . _—__—_— i•' I EO --_,. I ©OR®OROOR I \' 2' MIN. , ` e SEE LIMRATIONS OF USE FOR BlAOE a ®�©•OO ' OB10 "•!®m ,(I --- — ®m®m©' °7O m© 10 .®19� m OR OR OR ORVIEW CONCEEBOvuOR® 0OR PLAN DETAIL RTLCKm. Y X REQUIRED ' ,a.®a®.gyp.®A ` +a•Om©•p�p•®m END INSTALLATION ©•O•©�©O Da ©2—@- •O•®m n HV BLADE OR A) HV WINDOW BLADE INTO ®'®mO'®°�'®' ®•®mp'O°�'©m CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5Q BO•®�®•®a�.Om®.®AND CONNECTION DETAIL© BO Om®•®-®.® fLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1��111�111 ®2020 7LL1EC0, INC. 02020 EASTERN METAL SUPPLY, INC. 1i�( I+/ � HERTHA H�ITT., I L� E C O t N Accordion Shutter System No. 44 6rr -_ ■ ■ B N.V. aADE #1 w/ OR W/o Kv WNDOW &ADE *j` TILLIT TESTING & ENGINEERING COMPANY AmeNCan Shutter Systems Y try. N OESCFIP110N GATE DRAWN BY. Y.P STATE F rya N•W- 36M 3L, see. 3W, MGM GNiUNS nMF= 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE.- 7/2/2020 %�D� •. F�0 1 p ,'T�, ` Phone : (305)871-1530 . Fa : (305)871-1531 4268 Westrcods Drive a './ R J �C1-maRrA6�n9oLcam West Palm Beach, FL 33407 3 DRAWING No / (T'Si • iy ?� 20-164 ////ig11,12n I SSCFeI /c,r_KIATnorinATr WF FLORIDA U. 0 44167 n ----- (ft.). FOR INSTALLATIONS W/ CENTERMATES. ® & ® or'U or VW/ ONE H.V. LOCK ® or ® or or HD LOCK ®W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV " T' LOCK ® W/PNO LOCKING RODS a TOP & . CONCRETE a& WOOD INSTALLATIONS C RZESSUREASJL T WALL MOUNTING FLOOR/CEIUNG (wMOUNING (t G MAXIMUM SHUTTER SPAN* "L+" OR "L-' (ft.) FOR INSTALLATIONS W/ 0 P ING CENTERMATE$- O ONE HV LOCK b or ® or W/ NO LOCKING RODS (SEE NOTES tit) `^•'N FLOOR/CEIURG MOUNIINr 7'- No. 1 41b IT STA OF y�p '.. A �i . SCHFDIII F As AAXIMUM SHUTTER SPAN* "L+' OR 'L-' (ft.) INSTALLATIONS IV/MMIE L.-CENTERMAT 11 & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING Q1 SHEET 7) IAwMUM CONCRETE_ AsE INSTALLATIONS RUING FLOGR/CMM MOUNTING LL It') .CR FLOOR _MOUNTING L + (i) L - (m) _ 30 16'-0' T6'-p' - 35 _ _ _ 15'-2'_ f 6'-10' __. 40 -45 14'-2- - 15-2"- _ _ 13,_4• _- 14•-3, 7y-7' -- 50 - 12'-3' •_ 55 � _9'-v-- _ 7D_ 8'-9• ' 'g_q� IN¢rALLATION F[:M 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, 11, J T, U. W & X & M 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 §3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 82 NOTE 85, SHEET 5. ftEXCEPT THAT MAXIMUM SHUTTER SPAN "L "L-` AND MAXIMUM A.S.D. DESING 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 El'-O' SPAN. SEE MOUNTING M ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. C1, HV BLADE 02020 TILTECO. INC. �� O INC. TILLIT TESTING & ENGINEERING COMPANY OW 14-W. 364% 5L. St- 3W. VLGUM GAFZME % FLOM 33' Phene : (305)871-1530 . Fax : (305)871-1531 e-mail: t7tecoacdcom CA-0008719 WALTER A. TILLLr Jr. P.E FLORIDA Uc. ® 44167 AsSASAE, American Shutter Systems Aeeoclatlon, Inc. 4268 Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.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+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L--' FROM SCHEDULE. FINAL 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 GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE. L1 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1-2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+'. 'L2+'. 'Lt-' 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. In Nigh Velocity Hurricane 2020 EASTERN METAL SUPPLY. INC. Accordion Shutter System H.V. B1ADE 01 W/ OR W/0 FLV. NINDDW BLADE I OLD 17-107 /2�7/2/202L 2 DRAWING No 20-164 5 c„�� 3•-0. CR IES 4'-D' 5=O' 7.-O. B.-0. ® WALL HEADER MOUNTING No. 441 a STATE C FLORID t4 12 10 0 8 e 9 12 10 0 8 8 8 = - � - � '12 85 7S 4 14 12 BS 7.5 A3135 - - j 1{ 12 10 9 8 8 4 �112 12 9' 4S 14 f2 f0 9 )5 4 12 1019 5=14i12l10 B B"4b_ - _ 12 f0 9 6 - - - 14112 10 9 a 7 11 7 - 14 11 7 SS 13S ---!„_-- 12- "11 11 6S 7 { 14 12 BS-7 4.5 -� - 115145- 12 12 7 - - _ - t2- -- 70- 7 10 F.[, 7-1 7: I - 7Z t4- - e - 02020 71LTECo. INC. I I 6c0 IN TILLIT TESTING do ENGINEERING COMPANY 6353 N.N. 361R SL. W. = 71RMA cAROW, /IARU 3316; Ph.- : (395)a71-f530 . Far : (=)677-,s31 e-mm7: uRecoOoW.cam CA-0006719 WALTER A. OtOT Jr. P.E /nATC FLORtDA lie. P u167 ANCHORS WACING LEGM TAPCON OR TAPCON WITH ADVANCED T14READFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 • SEE UMTATIONS OF USE FOR BLADE to ON SHEET 19 1� HV BLADE OR C1� HV BLADE W/ IN HV WINDOW BLADE WORKING IN UNISON An&S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 i (;QI)L (Iron High Velocity Hurricane Zon ® 2020 EASTERN METAL SUPPLY. INC. BERTHA HV,M Accordion Shutter System H.V. BLADE #1 W/ aR W/o Kv. WINDON wa 1 OLD 17-107 - 7/z/zoz0 DA7E 7/2/zoz0 2 DRAWING No 20-164 POUED /CONIMM Pam omcr= uM SPAN EQWALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING 00 A OE M AMUR IAm t •II DEs0718Gm& nawm RATING sa I1FSiC1 ITrATK FREMM ROrS 30 40 60 75 90 12D 160 2D5 30 40 60 75 90 120 160 205 30 40 80 75 00 12D 160 205 14 -44 12 1D 12 10 9 1 8! B a SS 14 12 t0 8 8 8 8 8 14 12 10 B 8 8 8 B OR 14 12 10 9 e e e 8 14 f2 10 9 e 8 6 6 14 12 70 9 e B e e 14 f2 10 9 0 9 6 8 0 B 6 1 7 14 14 12 12 f0 f0 B 9 e 8 e E 8 9 14 72 10 9 e B e 5 14 12 10 9 8 7 5.3 33 14 12 10 B 8 B e 6 6 8 14 12 10 14 12 10 9 B e 8 6 s 4'-0' to 12 f0 9 0 e e B T4 72 10 '9 -8 e B B 14 12 10 B e 8 0 8 8 9 S SS 14 12 f0 9 B B e 4 U 12 f0 e e e B 45 14 1R f0 9 0 6 ]S 14 12 10 8 0 B 8 {S 1f 12 10 B 8 B B 5.5 14 12 /0 9 B 9 B 43 5'-0' 14 14 14 72 10 12 f0 12 9 75 9 e 5.9 B 8 ]S 8 - 8 14 14 12 12 f0 10 9 9 8 B e B B 0 5 3.5 1{ 12 10 14 12 f0 9 9 0 7 0 8 53 6 4 IS 11 14 12 10 9 0 7 B 7-9 4 R3 - - 11 11 12 72 f0 70 0 9 e 83 JS 14 12 f0 71 B BS S .1 3 1{ 12 95 75 65 4S - - 11 12 f0 9 e B 8 7S 6 SS {S A. 12 f0 _1.{ �12 10 9 9 0 8 B B IS 4.5 .73 35 14 12 t0 14 12 IO 9 I B e B 75 S.v s 3 - - 1/ 14 72 12 10 10 9 e.5 e a 7 55 e 4 S -ti S 6•-O' f4112- 10 - 12 9 5 fi5 5.3 E 65 4 s 3 3S 1t 12 f0 1 9 0 B - - 1 -1112 70 9 B BS I1 5 Ii7_! 14 10 85 8 5 4 7•-O' 141Ti 14 1112 1z 10 1D 9 e 8 6.5 e 7 4S 5 3S { 14 12 10 11 12 10 B 9 7.5 7 5 59 15 4 3 S 4 7 - - 14_ii 12 B 75 6 '4S 3.3 1�iD5 7 55 {3 35 - - 12 10 14 9 B.S 12 10 !15 4 - - 14 i 12 ti1 G 7S 5.3 4 - 11 112 9 7 75 135 - 14 11 7 14 12 10 14 12 BS 55 45 B 7 SS - E 6S 3 - _ - _ - - - 14 14 14 12 12 12 10 70 B 9 9 8.S 75 9 35 155_ 6 { 4 3 74 12 ib 93 10 8 BS 5 3.5 14 12 9S 7.5 - 14 12 95 8 6S S 14 17 (_B B S fi 85 a 7 f 1 13 95 6S 3 JS - - - 14r12- 14 t0 9 75 45 - _ 14 12- - - 14 7 5.5 5 35 11 a14 12 B 65 4S - - - 14as 7 55 4 - � - 14110- 10'-0' /1S 14 14 17 Z. - - 14 II 12 12 9 /0 7 0 6 BS 45 S II - - - 14 1114 7 S.5 4S J5 - 14 12 10 17.5 8 5 8 5 { 3 { - 14 f 05 _ - 13 9.5 6S 3 4 J I - 14 11.5- 13 10- 11'-0' 14 105 SF 7- 14 I5 85 55 4S d75 - - 12'-O' 95 7{ 12 1 10 - = _ 14 12 8 BS 55 - = __-_ 12 B 13 103S10Sid�- 8 13'-0' B 1 6 74 it3 7S 10 6 s = - - 12 8 8 45 i 123 B.S - _ _ _ 11 _ - 12 j 9 B- 6 43 a- 14'-0' 14- 12- To 3.5 --I- -7 15'-0' e14) 10- _ 83 03 4- _- 1 16•-a• I4 7 - - (- - - __ _ -_}}'� _s3 5 9.5 B l _ I _ 9- 7 5 95 - z'_ - E 0 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLUDM- (A) TO EXISTING POURED CONCRETE: E ANCHORS SPACING LEGEND - 1/4Y TAPCON ORTAPCON WITH ADVANCEDTHRFi10FOR11 TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUI7DEX. . f e = 3 ksi) / / - 1 49 x 3 4' ALL POINTS SOLD? -SET ANCHDM AS DWRBUIED BY ALL POINTS SCREW, BOLT TAPCON OR TAPCON WITH ADVANCED & SPECIALTY COMPANY. (IDn. re e 3 Nei) - 1/4b BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASRNERS DIRECT, INC. (Ain. rc - 2 lai) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC" AND DISTRIBUTED THREADFORM TECHNOLOGY BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR= VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC (W.. 1'c - 3 kmj ALL POINTS SOLID -SET NOTES: BLUE TAP W/ CAP TAPPER+ - A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER ANCHORS IS 1 3/4-, AND FOR BLUE TAP W/ CAP ANCHORS is 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM • SEE UxqAlOG OF ua Tart SHOULD STUCCO EXIST, AND 1' MINIMUMFOR WALLS WITH NO STUCCO. MADE"CH SWET 19 A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EYISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) & A2) ABOVE FOR INSTALLATONS ON VINYL SIDING OR EIS WITH OR WITHOUT METAL SUDS CONSULT THIS ENGINEER FOR ISTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK (ASTU C-90) - 1/4.0 TAPCON OR TAPCON 7WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 x 3/4' ALL POWs SOLID -SET ANCHORS, AS 13TSN03UTED 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 DEWALT. INC., AND DISTRBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: ELI) MINIMUM EMBEDMENT INFO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THRrADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. IN 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINI sHOULO STUCCO EXIST; AND 1' MINIMUM FOR WALLS WITH No STUCCO. IN ASE THAT PRECAST STONE. CONCREIE PANELS, B.3) ANCHOALL OR FLOOR. RS SHALL BE LONG ENOUGH TPRECAST REACH THE MAW STRUPCTURE BEHIND SAID WALL AVERS OR ANY VENEER BFINISHES. ANCHORAGE SHALE FOUND ON THE L VIBE AS INDICATED ON NOTES B.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EFS WITH METAL SUDS SEE SHEET 20. (C) ANCHORS SWUl BE INSTALLED FOLLOWING Al OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. la HV BLADE OR (1) HV BLADE W/ 10 HV WINDOW PLADE WORKING IN UNISON 4p E�,E_AIrTANCE VERSUc CPECING_$� i}�ULE FOR ANCH0,g5� MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E 0. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FULLOYANG FACTORS. REDUCED SPACING OBTAINED LISTING FACTOR SHALL NOT DE 1F58 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE TAPCON TAPCON 71.1pFAp 0 TECHNOLAGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + OICTANCE E.D. MIN. SPACING - 3' TON. SPACING . 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3 MIN. SPACING 3 3/4' 4' FOURm CONCRETE & CONCRETE Pq1� aDHC UE �iE HOIX POURED CONCRETE & POURED CONCRETE & OONQ�E 9LOOf 10N ED.•J WINK Ea•21/2' CONCRETE BLOCK eea Ea•31 . CONCRETE BLOCK f01 Ea•3 ��E /2' E01•2 1/2 2 1/2- 0.90 1.0 - - - - -V_ 0.78 1.0 _ 0.84 .. 1.0 - - 0.91 - _ --` 1 3 --- -- - - __-- --_- -- - __ - 1 1/2' - A: //z/�,A'i,' G7zo2o TaTECO, INC.�?••4ucEn sl�•• d�4 A.4467 - �LMEC®�bc TILLR TESTING & ENGINEERING COMPANY a ' STATE '••. F 0335 N.W. 3&h. St. Ste. W3, VJW" GARDENS. FLORA 33 Pht : (305)871-15W Fox : (3D5)871-1531 /. '6 iO� �•••. lORt p` .� •44 . a -moo: 6teeEDcelco .m DNA' a tmV`ti`FAI /RirNaTl = /nATc, CA-0006719 WALTER A. FLORIDA8 E 44167 American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane 02020 EASTERN METAL SUPPLY, INC. rm ■ ■ ■"IA ■■BRd Accordion Shutter System KV. BLADE #1 W/ OR W/O HV. WINDOW BLADE CAWING No 20-164 • • 4i :111 :a, I� .• w:•;:3. i•��� -TA-1j J1. irm b1' t•: •� :711�•: •:iI A •\G %/•�/�,, 02020 Tlu•ECO. INC. No. 44167 ��p��,� '�e�/ °°''°°'� TILLIT TESTING & ENGINEERING COMPANY 'p STATE ' 9 "•. F 63.55 RW. 35th_ SL. St4 303. MGM G UMM FUMMA 33 Ph— ; (30.5)871-1530 Fos '• '� QRi �` . : (3D5)871-1531 a—nw0: Mee.0eol.com �,irS �NAL W did►p�SFAI /¢Ir:MATI Mr /nATr - nDRak 1 44167 ANCHORS SPACING 1 MENn M RVANCEDNOLOGYD—SET t SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, —75 PSF AS.O DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE d3, SHEET 11 HV BLADE ONLY A, S, S,A■ Americon Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY. INC. F N-ffv ■ ■7!L n T/ TM Accordion Shutter System H.V. WADE #1 W/ OR W/0 H.V. WINDOW WADE MING No 20-164 MAXIMUM A,S.D, DESIGN PRESSURE ReTIN (p•s•1,) AND CORRESPONDIN Ae1rll�lls4 et`rt:pR caACIN UD,) ¢CHEQUE FOR A GIVEN MAX. SHURER_ SPAN. NEGAn A.S.D. D 4;!rh pR 1`SI II7F eTIN ND A - RRESPONDIN • urn INTI ,, TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). L_-J B _=_s -T FR E_ SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH t/ DX a �' N G• W MR SPRUCE PINE NMM" FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD W% S FIR NORTH SPAN (11) �0 I . cm0. W/ MIN. G-0.43 WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOORWM& NxTINGS WALL MOUNTINGS CEILING MOUNT T FLOORWM8UNTINGS WALL MOUNTINGS CEILING MOUNT T M, N, O & R M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNNNGS B.O. WALL MOUNTINGS - -(®INDITE ^CIS W&X P&0 S & V s&V Rf�lUDE (F!1 NR�H Rk59g 6m6({� -T ^®9HMMM FMWMR 8E16 (i� -T -( -7 SLL �1�1E Ritffi:ECRC (R� _ "l®IILLWId iF89R R016 (Fl) �@,N,4 R1SaIEF,�6 fy ^®711QA'EHRSiQ FA7C (7,51 �I lEf94A 5a6 (t�l ^OYTI B9®ICF®HIS[6 rvd I •' o - L- - 72 12 I72 112 112 1Z 12 112 12 12 11 5 .5 - 6 6 SSti.S 3S 3 12 f0 9 4 - - 6 6 4.5 4 3 112 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3S- -_ 12 12 12 12 12 0 12 12 12 11. 9.E 2 10 7S 4 - - 6 fi 5 4 3 - 12 10 6 } - - 6 6 4 .5 3 12 10 3 - - - 6 6 4 S 13 - 6 5 _ - 72 12 72 12 1,59.5 ,2 12 12 .a 8: 2 10 SS - -_ 6 6 4S - _ -. 12 10 4.5 - - - 6 5.5 3.5 - - 12 10 - - -- 6 5.5 4 - 8 5 - - 12 12 12 12 10 8.5 iZ12 12 5.5 8 2 10 4S - - - 12 106 5 J.5 - - 6 5 - 72 72�12 1. 9S 8I272 17B.5 72 10 - - - 6 6 - - - 12f7.5 -_ fl - - 8 4.5 - 6 45 - - - 12 1272 10. 8.5 7.512 72 1D B 6.52 10 - - - 6 55 - 2_q512 7I= _ 5 q-5 _ - - - 6 3 - 72 12 12 9.5 8 6 12 12 9.5 7,5 6 2 - - =i= ( _ _ _ - I- - 12 12 11 9 7.5 5 12 12 85 7 6 2 _ _ _ _� 6 �_ _ _ _ _72 _ _ _ _ 5 _ _ _ _ _ 1.5- 5 _ _ _ _ - 8 12 12 R0. 856.5 4 A2 12 8 6S I5 HV BLADE OR (1) HV BLADE W/ 14 HV WINDOW BLADE WORKING IN UNISON* • SF2 WGAllGt6 al USE FCR BUDE �l ON SNFEr 19 + NOTES ON ANCHORS REQUIREMENTS:_ WOOD SUBSTRATES 1. ANCHORS TO WALL. FLOOR OR SOW WOOD SOFFIT SHALL BE AS FOLLOWS 3. SU681RATE SHALL CONSIST OF THE FOL=NG: - 1/4.0 TAPCON ANCHORS, AS MANUFACIURED BY LT.W, SUU= W/ MINIMUM EMOFDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 17. -SWIHERN PINE N. 2 W/ G=0S5 (N.OS) -DOUGLAS FIR W/ G-0.50 (N.DS.) EXCFPi10lL SEE NOTE 2 . -SPRUCE PINE FIRM NORW/ G-0,43 (NOS.) -SPRUCE PIX FIR SOUTH W/ G-0.36 (NOS.) 2. ANCHORS TO HOLLOW CEILING SHALL 8E AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF -MIN. 1/2" COX PLYWOOD (1986 APA) TAG SCREWS AS PER NOS 2018 SPEOlFIrATIONS. 4. ANCHORS SHALL BE I)LSTALlEO FOLLOWNG ALL OF THE REC0IOAENOAIONS AND SPECF=TIONS OF THE ANCHOR'S WNUFACIURER. III-- TI (jl ozazD nLTErn, INC. EN ��• No.44 67 _ L✓•� IL � � ®IRc. * (ir 1ATE - F TILUT TESTING & ENGINEERING COMPANY SM N.M 3StS SL- St' -MS. VRGM GARDENS. FWROA 37 . A••• f P : .� PhD : (305)871-7530 . Pox : (305)871-1531 a -mail: tilt O..M.1 ��D,C.'.,••LOR CA-MOS719 1FU)RVA U. 8 44167 aa� • ra'ACAI /CICAu71 for /Herr AeSaSeAe American Shutter Systems Assccicticn, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 FIR WALL MOUNTINGS I S & V ®taas IF}19 am 5 4 3 5 4 5 3S - )n high Velocity hurricane 2020 EASTSn METAL SUPPLY, INC. Accordion Shutter System H.V. BLADE &1 W/ OR W/O H.V. WN)UN BLADE ?AWING No 20-164 �ull_ullvvJ I•UK (1) HV & HV♦ BLADES AS APPLICA WALL FINISH MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE I ONLY SHALL BE LIMITED TO isf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & •�'--'1- -- 1/4.0 TAPCON OR �TAPCON wrrH ADVANCED A.S.D. DESIGN PRESSURE RAT NG FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON THREADFORM TECHNOLOGY r 1/40 TAPCON OR ! W/ 1 1/2 Min. PENETRATION •''� ��I APCON WRH ADVANCED THREADFORM TECHNOLOGY i �M1ti OF THREADED AREA TO •� W/ 1 1/2' Arm. PENETRATION OF -1r- i (SEEEXISSC WOOD HEADER. i i , '� ' WOOD HEADER. (SEE SCHEDULE ON SHEET )AREA TO EXISTING ! TO GSEPA SEE � r _— �..I —Cl /J I (SEE SCHEDULE ON SHEET IS) , I �,� r.. 1/4 C-20x3/4' S.S. MACHINE 1 ely�pE �( 6 _ '! / ! `- \ )DR / SCREWS W/ 1/4°-20 NUTS (— - x tl J 1 ! 0 12° O.C. 8 ON SKEET 11 FOR 19 FOR AND T14'ltYltY{llt l,l --� / 1°{Q v77- 1 EXISTING I 9N>=5O✓¢� GLASS--fi N2 \ I j 7 I\T/flll II�IL lr =l _7,,J 1�3 oR 7571 r �� i �-� WALL FINIS .7 `\ i1 V-OPTIONAL i , .,',?WALL : - ) EXISTING MIN. li �� •. FINISH J L 2k4' WOOD !I I 1 ^ _---" EXISTING MIN. ! `-tom® ( HEADER REQUIRED -(1�OR 1� I - XISTI2-4' WOOD - -)�, i EXISTING 7 6GN. SFPAftA10.V I ( HEADER REQUIRED I . GLASSif'0 TAPCON OR TAPCON WliH ADVANCED GUSS--a ro (� I S I ''' t 1%` t` _ THREADFCRM TECHNOLOGY W/' 1 1/2- L S13EDt1LE O7 SF�f MIN. SEPARATION TO CLASS I Min. PENETRATION OF THREADED AREA TO Q i� t j _. 0 1��FE'T 1B I VANI)EXISTING (SEE SCHEDULE ON SHEET 11)' - .ypyal I; 1�� 1 IIIf I EXISTING WOOD HEADER. GLASS--I �S� - (SEE SCHEDULE ON SHEET 15) ___- _ 2'x4' CONT. SILL ..- J PLATE REO'D. ®HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION @ HV WALL SILL INSTAL I ATIoN1 EXISTING GLASS - -- _ -. _I _ ,-r MIN. SEPARATION 70 GLASS 1 , {� .➢_.._ law. SEPARATION TO GL0.55 I �---------- '_I 0^ GWS IXISTING (SEE SCHEDULE ON SHEET I1 2 a4' CON-I,-E 1 N. SEPARATION TO GLASS 1 r - /! )- -- - -0 -(SEE SCHEDULE ON SHEET 11)- WOOD PLATES (S SCHEDULE ON SHEET 11) I GIBS'' P i EXIST) x RED' 0- 1/4-0-2Gx3/4" S.S. 1/4'0-20z3/4' S.S. - t < I MACHINE SCREWS r \_ MACHINE SCREWS W/ L USING 1/4'-20 ALL FlI I - I' - 1 4*-20 NUTS ® NUTS 12'-. ' I' I, I% y 012'O.C. ✓\ 1,1_ II , t �Ii-"1170A® + �. _ � � OR 1]H � 1 it 1 if 2'.4' CONT. 11 _ 13.OR 1 WOOD PLATE `j - . REQ'D. 1t \l t - i '-.EO-'i'-EQ-__ __ _ �JS:Y4l11Stiitl �l I L EQ-{0 -� OR Mi.. l'.�J' t " �; / •L 71t1 I 1/4'0 TAPCON OR TAPCON WITH ADVANCED I' MI, PE EMA TECHNOLOGY V7/ 1 1/2' 1/4°D TAPCON OR TAPCON VlITFi ADVANCED 1� 1 I' ' 12'.4' CONi. I, -•= Min. PENETRATION H THREADED AREA ID THREADFORM TECHNOLOGY VV/ 1 2° -SILL PUQE / +�-- i7� ._ I 1/4'0 TAPCON OR N2M: 7 1 R I .' .1 EXISTING IMOD HEADER. Min. PENETRATION OF THRFAOID AREA INTO PLYWOOD , ( TAPCON WITH ADVANCED 7-SEE SHEET 4 FOR TYPICAL REO'D. (SEE SCHEDULE ON SHEEP f5) (SEE SCHEDULE ON SHEET 15) 1/2' MM. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ WALL FINISH '.I EXISTING MIN. 0.1 PLYWOOD REQ'D. W/ 1/2' Nin. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2' LAIN. COX PLYWOOD REQ'D. STUDS G 16' O.C. MAX. THREADID AREA INTO PLYWOOD COMBINED IN ANY WAY TO I ATTAC PLYWOOD TO BE WALL FIN[ R BY WALL SILL -E10STINC MIN. 2 i4' STI1D5 6) 16' O.C. MAX. RDAN ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. O INSTALLATION PLYWOOD TO BE ATTACHED TD STUDS IN ACCORDANCE ACCORDANCE WITH WRH SECTION 2308 OF THE F.B.C. SECTION 230a OF THE ® WALL SILL INSTALLATION • S[3: LR�l ATIONS OF USE OF ©HV WALL SILL INSTALLATION F.R.C. �y BLADE MJ ON SHEET ID FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane H /1�' 02OZO 71LTEC0, INC. ©2020 EASTERN METAL SUPPLY, INC. 'VCENBERTHA HV TM �� C ®���. ���s� Accordion Shutter System No. 441 ASS,A. H.V. MADE #1 w/ OR W/0 H.V. WMOW MADE *: *� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems �. DaetPnm o'• STATE 0! �2a rass N.W. 3sW St. sty. 3m %MGM CARDUIL% RD t DA 3316 Association, Inc. , °"� °RAW" �` M P oLo t7-1o7 /z/zoz DATE/z/zozG Plrcne : (305)871-1530 . Fox : (305)871-1531 4268 WeStrOads Drive 2 e-eml:DRamOod.com West Palm Beach• FL 33407 3 ��F•'••-...... � a-ooae7ta DRAWING No SryON�1111 SFAI /SIGNATIIRF/nATF FLORIDA U. 1 44167E 20-164 11 WALL FINISH APCON WITH ADVANCED YYYYYY r THREADFORM TECHNOLOGY W/ i 1/2' Min. PENETRATION OF THREADED AREA TO EX6i1NG WOOD HEADER. t (` (SEE SCHEDULE ON SHEET 15) FEC 4'x8' (M'n.) EXISTING WOOD BEAM REQUIRED. 1/4'0-2Ox3/4- S.S. STRUCTURALADEQUACY D U BEAM PHIWPS TRUSS HEAD On.1 SCREWS TO BE CERTIFIED BY W/ 1/4HINE W/ 0 NUTS REGISTERED ENGINEER OF ARCHITECT PRIOR TO ® 12-O.C.0 SHUTTER INSTALLATION. 2i ! I OPTIONAL ' �I EXISTING--1 E 17)IISTING MIN 2 x4' HEADER REO'D I GLASS ____ LON. SEPARATION TO GLASS -`(SEE SCHEDULE ON SHEET 11)- -" SQ HV WALL HEADER INSTALLATION > � SHFEf 4 FOR T1PW,L gtUTIQt ASSOABLY 2-t10L81fwG SELTONS CAN RE Ca1L9MED IN ANY WAY TO SULT ANY NSTALATION. MIN. SEPARATION TO GLASS ti - --- -(SEE SCHECU' E ON SHEET IT)- - - - -A Ll- inEXC S FIa WALL-FINISHr Jam'{ I 11l �t' ATE 1/4'0 TAPCON OR ---'-- TAPCON WITH ADVANCED .25Y THREADFORM TECHNOLOGY 1 Max. W( 1 1/2' Min. PENETRATION • 0 THREADED AREA TO I EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING GLASS---, m a SOE7nA �I 1OFOR N SHE I VA TTo tm Sat"*^xFi F)6DNG 11 Fat EL- � class\ 'I oe0 lI ANCHORT ANCHOR LocAnoN 2'x6' MIN. WOOD--1.\ DECK RECUIRED (NO 19 FINISH ALLOWED) `^ ! EO-A EDGE OF DECK-' - "— - 1/2' n u t----- __ �-EDGE (IF APPLICABLE) .. EXISTING WOOD 1/2'-S �- _�_F i ? 1/2' / TRUSSES OR RAFTER 0 24' O.C. REQUIRED _3/4' D05RNG SOFFIT 114x3/4' EO --ED-/ S,MS, FYI - - .-_ ___.--f'x4'xt/8' Max. THK. CON - ALUM. TUBE 0 6O.C. (6063-T6 ALLOY) W/ , OT )3 Of 15 )) Or Or ) © (3)5/16'0 LAG SCREWS TO EACH RAFTER OR TRUSS. I I LID MVIIDTH OF EOGSTING WOOD I- OPEN HOLE AT EACH , MEMBER, (2' Min. NOMJNAL STUD TO ACCEPT 5/16.0 A SCREW WINN) LV/ 2' Min. PENETRATION OF THREADED AT CENTER OF TUBE. ) I INSIA VALID FOR W WITH 72p,1 EXISTING e t ssWat,m N CLASS- TO -_ (SEE 1 ' i . A.SRONS MAX. as.D, DESIGN LOAD AND 9'-0' 1JAX SPAN. THIS I S011DON sHm I Q OR �4 'j UIE 11 rot ILRE (D of 90T 9 TaT ! aA=(D& I • INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0-50 AS DOUGLAS FIR OR SOUTHERN PINE No. J - - ___I OOR ® 2.', OR EQUAL. U 1 HV CEILI G NS ALLATION - 1QDR r-T MIN. SEPARATION �TO CLASS (11ESHEET `J 0I I 1� I I 1 EXISTING CLASS-il --- WASHER HEAD TEK _ WOOD SCREWS ® 12" o.c DECK RED. (NO FINISH OF ALLOWED) i IF APPLICABLE ,_ _== a - DECK IF -EDGE OF DECK 1/4'0-20x3/4- S.S. _ _� _- APPLICABLE IF APPLICABLE 1/4'0 TAPCON OR I- 1' -� - PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED Min. MACF{wE SCREWS---�2'-�'=:"�'��-_— ~_ -_ I _ y _ i1_ ___ __ _ - THREADFORM TECHNOLOGY '- ,-{--'��= ---- - 1/4'0 TAPCON OR 7APCON WITH ADVANCED t' J �.--�---- I IY/ 1 1/2' Min. PENETRATION W/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM _.' THREADFORM TECHNOLOGY W/ 1 1/2' Min. - 2' YIN. - -• OF THREADED AREA TO ®12' O.C. TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED '•-- �� MIN. PENETRATION OF EXISTING WOOD HEADER, AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) OV HV WALL SILL INSTALLATION • LTUDE 1�017NSHEET t9 FOR ®_yV FLOOR INSTALLATION y� it il) `.``P� ........ .... 1 ®zaza nLTEco, INC. No. 441 7�'., k TILLIT TESTING do ENGINEERING COMPANY -o'• STATE 0 GM N.W. MI`L St. St.. 3M Y&MM CA006. F=D.33 �'•. `. Phone : (3os)871=1530 . Fax : (305)871-1531 F10 R ID t \ -maB: u toco04oLwm ��''vcss/ONAN..:� WALTER A. ruff J, P.E I 'FFFi.^.......W�}�_ SFAI /¢InMATI IAr/nATr FLORIDA U. 144167 THREADED AREA TO EXISTING W1000 HEADER (SEE ----- -1 SCHEDULE ON SHEET 15) �Xj HV WALK —OVER INUAL LATION RORIDA BUILDING CODE Non High Velocity Hurricane Zone ® 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A ,� Accordion Shutter System America Sh ft ■ ■ ■ Kv BIaDE w/ oR w/0 KV. WINDOW BLADE ar n U Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 MING No 20-164 END INSTALLATIONS J) HY BLADE OR cfA WINDOW BLADE p MIN WOOD STUDS r-27.4- SM WOOD 2'.4' W• • STUDS REqD. 114' NX WOOD WOOD STUDS. /41d TAPCON STUDS REWD. (AS APPLXASLE) M XCH0 6, v z 20V WL WOOD, STUDS. STUDS OR W/ UK %12; FI)CEIRATUR (AS AWMAM4 DMIUM, MASS f2l Cw( PLYWOOD 7 HIT II L. rn STUDS DUST. -Me GLASS v DUSTING GLASS VOMMIG WL MPARATM 1/2' AM COX SOE'-If2'LR.%CDX W Savitaw MOODY- Kywom UK STL� I. Tffim hL COX '7, 7 Itr M CDX— on -0, 0 ga, on SIM Is PLYW= 11 IM a= (DAM 112- PLATE 0.91ITTIOM 11 FOR KACEff)JNZ) AT UnU g-3 Wl� FrU%I sw TE. (LOCATE- 1,12', ELADIS019 110.1/2, SALS. DIG O.C. 11MI/2o ale D.C. DI OR SM a 4F Ent X- - 0 am Stew.) SEE DETAIL X FOR OR ED, DER mnavax� SIDE CCNXECTn).N M VMS , - TO MOTS SITE oofnmmm - 0-0-0- TO IPA= ENDCONNECTIONMAIL (Z END CONNECTION DETAIL(i) JEND CONNECTION DETAIL (@ 27.4- W% we= * I ' � • RMUTRED M-LY F= WW -CATER --W 12'-W STUDS REWO110 WXC�1/4*0 TAPONFIEXSSM pDamw a127 0.1 w/ 1v. t ,,rMw,. wL sm e 1/2' UGN. SDE I U-� -------- ff:,DL'T00,:S,! �,� 12" -E= MADMqD& ------ 7 01 OR )Al I -- I S-G:& 07 eRrRc9LOT. wo WALL .0 "'S REQ*D, - nwSH , VIEW (E)Rim END CONNECTION DETAIL -END CONNECTION DELAIL @ DETAIL A. fli• 7-0/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon 02020 TILMco. iNr V2020 EASTERN Man- suppLy, INC. \GINq, BERTHA HVTM 4416 11LIECOINC A. .A Accordion Shutter System S,S American Shutter Systems KV- BADE #1 W OR W/O KV. WNDOW &AM STATE OF TlWT TESTING & ENGINEERING COMPANY ?EV. N4 ---RgcRlpnou DRARN U.P 63m N.R. 35th -, st- 30. vum= GAmms. PUDRCA 33t6f Association. no. 0 R I D Phone: (30)871-1530. F— (=)871'1531 4268 OLD 17�107= 7/2/2020 Westroads lerive e-n-1 tilteccOW West P01M Beach, FL 334 --- S/ . •.....•.. 2 OAIAL CA-0DII6719 07 a DRAWING No WALWA A. Tl- J, PIE 4 20-164 111jil"IfIll""'P.E. SEAUSIGNATURF/rIATIr FLOROA Lil. 0 44167 � 3 � z O ea®a 1840-- TYP. EA END MAX. 5 WINDOWS vai ALLOWED A7 HV WINDOW 6fA0E a C� xaN 2 SEE END i CONNECTION _ DETAILS ON SHEETS 10 & 18 TYp ZI U_ FULL HEIG'. i I � � 3 i II _N 1 !_ I 0> FOR REQUIREMENTS) i - -- .-- _---'-- _ _ Ii 4-1 TYP TOP & BOTTOM W �•1 aet�4oR�6 UNUMDEDWIORi—_ _ ___-___ ____ .._�_ __-u•._:J._lJ_/� EXISTING GLASS ELEVATION LM MPARLTION TO GASS SEE SCHUXILE ON SHEEr___________________L_____- —�_ _ {AM ON THIS SHEET FOR fEOrDrSQ&®Q _____ ;21 ��__________+._______________ ITYP. 2i' CS)�J © TYP. SYMMETRICAL L � Z MATES ©i j �� W__ --- - - YN/O (SEE NOTE 4 ABOVE) PLAN TYPICALI; HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE J4 SHUTTER* N.T.S. ♦♦♦♦� P��• n �: 02020 TILTECO. INC. f NO.4417�� E� ®lac. *: -a'. TE STATE 0 �dI ,) TILLIT TESTING & ENGINEERING COMPANY 6355 � �, ♦ 3X 36N Se, Ste. 305, V=Q GARDD6, ILOR11 A 333 Phene : (305)871-1530 . FOK : (305)871—I531 -Mil.' tlllecoOooLeOm 'q........ AI AL ��'r♦: CA-0005719 WALTER A. RLUf Jr. \\\\ Yr�ru of p`�_ SFAI /sTr,NAnIQFinATr P.E. RDMOA LJc p 44167 I. MAX AS.D. DESIGN PRESSURE RATING: +110, - 110 ps.T. 2. MM. SHUTTER SPAN: 96' 3. ALLOWED MOUNTBNCS: A D. G & H ON SHEETS S. 7; AS WELL AS MOUNTINGS M. 0, T. U & W ON SHEETS 16 & 17. ONLY CENTERYAIES (21i ®(gOiH % �Il pR (y�Sl APE gUpWEp H n ARMORED IN A SV OR OP G LA�0U1' IN CASE OF OPPO ING TOUT, q MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF GENiERW & (A) IN WINDOW BLADE © SHALL ONLY ALLOW A MAiOMUM OF 5 OPENINGS (3'0 HOLES) FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) MIN. CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3'0 HOLE FOR 4$ SHALL BE 127. IC) F"%OR U BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV (D) IN WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOUD HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. (E) CEj1[ERMATES SHALL ALWAYS BE WSrAUED ADIACENT TO A SOLID Fry BLADE I AT'."M SIDE OF THEM. (F) POLYCARBONATE HV W9NDDW ® SHALL BE INSTALLED SO TF TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED, HV WM�W 15 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TODL PRONGED BY ASS0. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUUTNGS ON SHEET 15, AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). CONCRETEXC0HR0R SPACING SCHEDULE INSTALLATIONS INTO POURED SPAN AND DESI CONCRETE BLOCK WALL ONSHEETS 11&3 AS LIMITED By GN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MIOMUM SEPARATION TO GLASS SCHEUULI; PER ASIM E-1996: WIND 20NE NINIMUM SEPARATION TO GLASS 1 THRU 3 1 4 823- � s � /mow,S w S A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, Ft. 33407 in High Velocity Hurricane 2020 EASTERN META: SUPPLY, INC. Accordion Shutter System KV. RADE #1 W/ OR W/0 KV. WNW amX ?AWING No 20-164 V2, 0.035' THICK " j Min. �'_-,' VARIES:; I A-653 cRAOE 40 G-50 CAL. STEEL 1 2 L STUDS AT 18" O.C. W ci o r--------- /4'x 0.035, TICK Min. ISTEEL CHO GE 40 rK O.C.j 0 6' O.0 AsiENEO TO STUI / /2' TEK SCI EVS — L EXISTING FINISH 70ERICR FACE AS APPLICABLE EXISTING GLASS—i NIIN. SEPARATION TO GLASS ~- (SEE SCHEDULE) 1/4'x 1 srm am INSTALLATIONS W/ n HV BLADE & HV CENTERMATES - 436 INTO METAL STUD WALLS o6'O.af_40/ 41 EXISRNG FINISH q I f AS APPLICABLE 1 ii �I 43a a O.C. 44 r, ® 6 O.C. �« �-r wi GEN LI ONS ND C ND 0 S OF USE FOR BERTHA (1 HV 8 D ACCORDION- SHUTTER SYSTEM INSTALLATION TO METAL STUD W) I I. MAX. AS.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY E%i:ATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. *'k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTER MATE 21 APPLICATION WITH BLADE Q WI ,� 436 u .6'x 1 1/2'x 0,05' THICK •::VARIES.. , ASIM A-M GRADE 40 - ® 6' O.C. Min. G-60 GALV. STEEL i 1' ' ; 2•v;Moii:� :' METAL STUDS AT 16' O.C. V Nin. `.�'T'.: ;-.1 MS WALL HEADER/SILL INSTALLATION 1 - EXISTING GLASS _ — — E•i — — _ — — —. — — — — I SYMMETRYCAL j }' SYMMETRYCAL i 43a 436 43c ; . I I CENTERMATES W/ I ;.::.CENTERM T I A ES W/ .. r EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE -' j -----�6' (TYP.) - --- _. _ _ �—'4d -----_— --- ------ _ r� _ INlJ,(6" Min.)1r. fl 3 1/4" (Typ_)--_ v '""[3 (6" Min.) - - --6 1/2' (Typ.)—-..,_____ _ 7- - bYR _BLADE SLACK DETAIL HVF HVC n�{� 01 gw •G ,� ' _ 02020 TILTECO. INC. *' * �� TILUT TESTING & ENGINEERING COMPANY STATE F :,Q �/ SM Y.W. 780. Sl. SIr: 3W. vAGM WtVEIZ. FLOF= 37 Phone : (x05)871-1530 Fax: �90�, •/•C ORI Q` .•�� C . (305)871-1531 a -moil: teat ..ft.L-, -� WALTnitT &. TER .E p�,el /clruAnTOP /nAzr s f o-12.000" Max.l- 0.00. ® 1/4"e NOMINAL ALUMINUM SLEEVE 6063-75 ALLOY SEPARATION TO CLASS S SCHEDULE ,-- 3.0001 I_I Max. —1 WIND ZONE MINIMUM T7 j ASTM E-1998 SEPARATION a3a LENGTH + 7 O TO GLASS 1 THRU 3 ® IXO-20X3" BOLT 1" MUST PENETRATE 1' 4, 4- 1.373' -EXISTING FINISH AS APPUCA13LE ` OW. TOP & BOTTOM) '7 F TIONSULE)Max. - - 6 1/2' MAX. SLACK **-- American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 -L250'-��.05�0" n T- i 1/4"0-20 THREADS ® 1 /4.0 ELCO CONSTRUCTION PRODUCTS F R-LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4'x 6 7/4'x 0.035" THICK Min. OhT. GALV. STEEL TRACK CHANNEL, ASOA A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS ' Y+/ (2) F6x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE :I I - aEJ Y - - LOCATED AT 12 FLY HFAOQi/SAL ENDS VIEW Y i j SIDE CONNECTION TO TRACK I18 CME(Ron High Velocity Hurricone Zonl ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V, BLADE #1 W/ OR W/O H,V. WINDOW MAX ?AWING No 20-164