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HomeMy WebLinkAboutPRODUCT APPROVALolid0 Building (:ode UBline �� sF�:"i`2Gj "i.. of ,F+,v''�{-i�/4�:%1 �y �''.ha"�f ;e,r'��,4y�•-�tne `� i nillps✓iWWwrtona6ouuamgolgrPriPi aFP_°�a+Pxrp""'m-wa'r /rax.ceru i ."§raYd.e �a%4v3s'rLta, ...u�� eebfbme logra nmlRgbbahm Halopta 9d,t45md W 9eSaraOs Pftmffiv4 rsaR' rtlb effs5asKo tins SPatil, a db'r useit:�cix� @=i:c—t=ornl �nee._.neem,nt a+ea> ffi,; st.e.s«e2sson ��*t.>a+.s.5�_rnypr»>p�gy�anoiall - Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quaifty Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer crArchiteet Hame vrhe developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contrad ENVranmr Date vandated By FL389-a9 Revision 2017 Approved ww"D -`OCT 0 9 2014 pertitt` me ,,,county "t American Shutter Systems Association, Inc. 4268 Westroeds grive West Palm Beach, -FL 33407 (561) 209-8263 i bfeeley@easterhmetal.com Bill Feeley Irodrlguez@eastemmetalREVIEWED FOR t CODE COMPLIANCE ST. LUCIE COUNTY SOCC Shutters Accordion File Copy Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report- Hardoopy Received Water A.. T80t, Jc P.E. PE-44167 Wablonal Acoaditation and Management Institute 17J31/2019 Sohn Henry 10impmann In validation OtecWist- Hardcopy Received Certificate or lndep ridenoa E, CO1 A^"�rgGa^^SHIr,^.E;SY57E, .2s`.=nr • .L t"?Y17.107 4�Di3FSr f1€Ife2�P�fLPhti FR€ @��c ems. c��gq�c4u,�g cv,-c�l�sSCL.. 4ezc. oRAlirNy 17-106 CERTrFI�ATIOR dFrtJDEPq{Q]� R9. M. AMEM414 SHUTTER SY�iTEDfS ORAW[PiG 17-10 CERTiFfCAI - OF TUVEPEriDEi E,PPE Referenced Standard and Year (of Standard) Standard YAM ASTM E-1886 2005 ASTM E-1995 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code of 2 2W2019, 7:55 AM lorida Building Code Online https://www.tionamallamg.orgtpvpr_aPP_Au•aSPxrpatxm=wun... Product Approval Method Method 1 option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBCApprovai 10/19/2017 Date Approved 12/12/2017 Summary of Producte___,__,__,.___ _ FL # Model, Number or Flame Des crWon : 389.1 Bertha HV Accordion Shutter- Blade 3 - , Extruded aluminum iraetioddng blade, retained by backs (top and i : (Non-HVHZ) - Dnvg 17-108 buitcm) for stwm protection Limit of Use Approved for use In HVHft No InsmBation Instructions i €L369 0.9 tl AMFR_�Sf_,SHUTTER SYSTEMS ORA`NING 7 Z-34B_ Approved for use outside HVHZ. Yes 1-3F T11A HV KC W"kL5bVrfEft.�Y_SlE-BY Impact Resistant Yes Verified By: American Test lab of South Florida Inc : Design Pressure: N/A Created by Independent'ihird Party: Yes ' Other. large Missile Level "D".Max span Is IX-3'for40 pet EvahmUon Reports positive ASO load and 13'-O' for 35 psf negative ASO toad the HV3 �t,389 R9 AE AM�g1S.gry�`HLh�o SYSfEPtS 6RAyiiN6 iJ� it ;. blade w/o window blade,S'-2' for 110 psf ASO load fr HV3 blade EERD SS f EVALUATFO�1 R�.gp. L�TPDF w/o window blade and 8'-11" for fr2 psF, 9'-11' for 55 psf HV3 Created by Independent Third Party: Yes '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 i max. ASD pressure rating of +72, 72 and 84" for +64,-64 psF. See - sheet 5 for other spans and ASO pressure'._ : : 389.2 _— .� Bertha HV Armrdlon Shutter -Biala 1 ; Extruded aluminum intedocdng bddesrefaoked bytradks (top and ' . Only- (Non-HVHZ)- Drug 17-107 ___...__....--- __._._... bottom) for storm protection .__.____._ ------ _..__......__......___...._.._._..-_._._._._.�__._..____ Limits of Use IrrstaHation *nsbuctions Approved for use In It1HIl: No f1 8',LR9_I] AMERICAN 5H.11TfER _Y5TEfj_A!W m Approved for use ou6lde HVHZ- Yes car 0AINING 17-107 BERTHA HV ACCO9=1 SHUTTF$ Impart Resistant Yes 5Y57em —PELF Design Pressure: N/A Verified ey: American Test Lab of South Florida Inc Other. Large missile level "D". Max. Span Is 15'-0"for 30 p.sf Created by Independent Third Party: Yes negative ASD load depending on ct'iderrhates and huffing rod EcatJaio'n Reports i ' configuration for the HV1 blade, W-0" for +64, -72 p•s f. A.S.D.. FJ A89 R9 AE AIJIF A�J SHUi]F.B_SYS i•I AS50C_.,. I load for HV blade for Keystone mountings 7'-0" Ps f. for metals ' g}'yr, AWINC-17-+07 PRODUCT 9F_'A QAMSRE43T._PJ2€ i stud mountings and W-0' for 110 ps.f. for HVIA woddng In unoson. treated by independentlhird Iaty: Yes See sheets 7, 11 and 20 respectively of irhstaliation dravAngs for other spans and pressures. 389.3 Bertha HV Accordion Shutter -COMBO- ........... (HDn-IfVHZ)- Drug 17---- Extruded aluminum interlocking blades retained by trad6 (top and bottom) for storm protection 'Limits; of Use IrtsbaLtdJu t Instructions Approved for use in HVHZ No Fi_983 R9 n A(•IEC_jLfa SHUT[ERSZ-SOC 1N� Approved for use outside HVHZ: Yes QRRAWTNi3_V Tj 6 BERTHAHV ACCORDIORMLUff11.1'STPDF : Impact Resistant Yes Verified By: American Test Lab of South Florida Inc Design Pressure: N/A CtealE'by Independent Third Party: Yes Other: Large mLssile. Max. 16'-O'span at 30 psf ASO load for , Evaluation Reports cuts- kc ^«fir- tic Blade 1 and 18'-0' for Blade 2. See schedules on shed 12, 25 and FL389 R9 AE ANE tl :28 respectively DRAVENG17-18fi PRODU�FVAL-WA119 R.r'QBZ�F Created by Independent Third Party: Yes PnNCYt&WAWW1 A0.o1.� FElEE9 Safe 2 of 2 2/4f2019, 7:55 AM GENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RE.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED 13Y THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALT. NOT EXCEED THE MAXIMUM (AS.D.) DESGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOAD5 DETERMINED PER ASCE 7-70 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS-D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I 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 = USED IN THEM ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ABERTHA H-V_ ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD TL REPORTS: HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER -HV BLADE ID ¢0214.01-03, f0715-01-03, fl004.01-05, #1214.01-05, #0317,02-06. #0609.01-10 AND #O210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL 0, WIND ZONES 1, 2 & ;3).& J1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV .WINDOW BLADE © 10505.01-68 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL, 2. HV SLADE&AND HV NNDOW BLADE Q 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 #'14x275" AND #140.75• RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS_ STEEL SCREWS WITH 135.0 4si YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL. BE COATED WITH BERTHA HV DACROSHIELD COATING 'SYSTEM AS MANUFACTURED Bf APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. S. ALL SCREWS TO BE STAINLESS STEEL- 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER D!N 50018 WITH 50 W MIN. YIELD STRENGTH AND 90 ksi .MIN. TENSILE .S TRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AJSI 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 BLADE Qi & (9 WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT a5'458,179 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 WSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TD PREVENT LINO/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERIMTES AND ENGAGE OR LOCK ALL HV AND HD LOCKS_ 11. SHUTTER. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 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.O. PREPARED 6Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILHY. (C) THIS P.E.D. WILL DE CONSIDERED INVALID IF ALTERED BY ANY MEANS. d) SITE SPECIFIC L BE PREPARED BY A FLORIDA RESPONSIBLE FOR THPROJECTS PR PERUSE OF THE P.E.D. ENGINEER OFRREECORD,EACTINGNEER OR AS A DELEGATEITECT D ENGINEER NEERCH VTO THE P.E.D. ENGINEERLL BECOME THE INEER OF RECORD SHALLSHALL SUBMIT TO THIS LATTER THEFOR THE R��SPECIFICAND HDRAWINGSEFOR REVIEW. (c) ORIGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNK'URE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. +' ti�"_,..•••••..' 1/- % 02017 TRTECO. INC. ■U ECC j�� � AMC. �bt�Jf� ,; t T1LL1T TESTING &ENGINEERING COMPANY y% ••, 5355 h.W. 36M. SLR Sle. 3D5. YJYnIN10. CARDDiS. FLOROA 33' _ ,......• .. Phone : (305)67Y-iS.SD' . fax ; (3D5)871-1531 Sa a-mai: 6lieCoSCaLtem �•y'Ts +10 EB-0006719 ,f+ VFLORIDA U�44167E- _-- P.E. 51'RLJ$tFit4A'fURE/DATE SCANNED BY St. Lucie Cour TABLE OF CONTENTS i GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET .2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2' HV BLADE (D AND 14V WINDOW BLADE Hti (WHERE APPLIr_.ABLU TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS LN SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEEr 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE n ON Y ASTALLATION 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 Systems Association, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 )n High Velocity hurricane 2017 EASTERN METAL SUPPLY, INC. RV. BLADE #1 W/ OR V. Na DESCRIFDDN 1 OLD 15-085 2 3 4 s Iy 1 w TM iutter System H.V, WINDOM BCE AWING No 17-107 UUvtt't, PULL E US yPATTNT '# 5458179 HV WINDOW BLADE* LIMITATIONS OF USE OF BLADE 1Q ON SHEET 19 6063-TS ALLOY AND TEMPER I QUALIFIED FOR TEMPER i + ;111 HV CEILING HEADER 006FIED FOR USE W/ HV BLADE 1 :ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER X I Yr t6N X AGPL Y ATL t i 1' 7" 0.afi2' if 61 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER. Bsrs, � a 0.45d' o I d.99� (��))AiV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE{� 6005-T5 ALLOY AND TEMPER .085, 6063-T6 ALLOY AND TEMPER A HV HEADER/SILL � QUALIFIED FOR USE W/ HV BLADE'ItONLY 6063-TE ALLO.rY AND TEMPEF2!'� ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE(j) ONLY. 6063=T6 ALLOY AND TEMPER 104 TEMPER I HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE ``1',,: 6063-T6 ALLOY AFD TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A 8 TI T2 2' 5" MAX.:, 1/8' 1/8• ;18 i l 2' 5" VAXJ 4.192" j 0.192' I , (J i 2.5' 7' MAX- 0.100, i 0:1do" +A2 + 2" 5" MFAXJ 0.139' 10.131' 3 oil' #,; a'� p+ 02017 TILTEC, INC: �t"wENS,* , ✓, t b / IL EC0 mc. 7 ; �@p���(�� TILLIT TESTING k ENGINEERING. COMPANY +✓tl�V of q 6355 N.W. 36th. St, Ste. 305, WONiA GaRDa433 fSKM 33 �% ,4� Phone : (305)871-153D . Fax : (305)871-1531 �'1 •• •. b ifl�!. 6�, fit a-maEB Vteco7ctd.mm �" ..."a1f4e WALTER A. TUJT Jr. P.E. FLOPoDA Q,- $ 44167 P.E: `5E.91�, 9 E/DATE 9 HV TRENCH TRACK `', QUALIFIED FOR USE W/ HV BLADE 01 ONLY 6063-T6 ALLOY AND TEMPER 1 X. Y I. y! 22" 10.125' I X q CORNER POSTS QUALIFIED FOR USE W/ HV BLADE E.1.1 6063-T6 ALLOY AND TEMPER, A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 I40 HV RAINGUARD ` QUALIFIED FOR USE W/ HV BLADE f 6063-T6 ALLOY ARD TEMPER COGt (Non Nigh Velocity Hurricane Zone G 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 VI/ OR W/0 KV. WNM BLADE 1 AWING No 17-107 nr en y 122221 HY FLOATING C E T QUAL7�TED FOR USE W/ HV BLADE 7'& � ONLY 6063-TG ALLOY AND TEMPER i ! q PLAN ry, FRONT E1£VAT:0.^1 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-TB ALLOY AND TEMPER HV CORNER CENTERMATE QUALIFIER FOR USE W/ HV BLADE•`J; ONLY C063-76 ALLOY AND TEMPER 18'' HV MALE "T" LOCK CENTERMATE albs^ QUALIFIED FOR USE W/ HV BLADE (1 jONLY 2�. HV FEMALE "T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE WJ HV BLADE Ill'iODILY 6063-TO ALLOY AND TEMPEAJ D CENTER A NO OCKG ROD ;32 QUALIFIED FOR USE WJ HV BLADE 7 & �^V 6063-T6 ALLOY AND TEMPER 315' d �&, LOCKING ROD L�i QUALIFIED FOR USE W/ HV EI ADEC7 i 6063-T6 ALLOY AND TEMPER S�%1 5'TAWMQN WILL REOUJRE-"A-7fi6' 6063-T6 ALLOY AND TEMPER 14 .E. 3% HD CENTERMATE'S INSERT QUALIFIED FOR USE WJ HV BLADEL &.JA. 6D63-T6 ALLOY ND TEMPER tI�1/2' i + I I +11 �! �1J4•E (V 1/4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE �j ) V2017 TILTECD, INC. 2 :71LFEC o 74c. TILUT TESTING & ENGINEERING CoIAPANY • 0355 N.W. '36M. SL, 9f . 305, VIRGUA GARDENS, FLOMA 3311 tr`4� Phone : (305)871-1530 . Fm c 005)871-1531 e-mml Ulteeo0eet." m ytt EB-0006719 WALTER A. 71LUT Jr. P.E it FLORIDA Dc 4 44167 L BRASS CrUNDER & KEYS (CHROME PLATEO) HV LOCK AEP--FOR USE W/ H% % 1EFEu E CAST ING 'HOUSItJG ENu1EL aF BARED PAJVM EGIUSS T KNOB. i 1-BRASS CYLINDER .(CHROME PLATED) HV EGRESS QUALIFIED FOR,-( i 250" O.D. PLASTIC HEAD of .518, 518' 32 MOLDED TO—,Fj 1'�- SCREW n o : n L-3a0' AF(ER RIVE IN3 825': 1 /4" t6-20 x 3/4" BEFORE RPM TQ{G " S S TttUMBSCREW 1 /4"s6-20 RIVNUT* IA SERIES 94 ALUMINUM (2024-73 A101� IARGE FLANGE TH14 `.8� 22•I SHEET NUTSERT.. PART {I 0820. AS 11ANUFACfURED 6Y AVDEL CHtRRY TDOORN, PARSIPPEHY, NEW JERSEY 07054 OR EOVAL 3� HV "T" LOCK ®HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/MV BLADE Cl -ONLY_ BLADE D ONLY. [II 0.875" Min. 1 .125' Max. S4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 60LT LOCK. QUALIFIED FOR USE W/ Hv BLADEiJ& CA; American Shutter Systems Association, Inc. 4268 WestrQ's Drive West Palm Beach, FL 33407 In High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. vrr■ ■ ■ A/+ -m v 7)d Accordion Shutter System RV- BIADE #1 W/ OR W/0 KV. WNWW HADE t I OLD 15-085 07/27/17 DATE 07/27JJ7 s DRAWING No d1 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING 39 W SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 47 11V WHEEL CARRIAGE AISI 302-303 SERIES 0.870 z3/16" THICK NYLON WHEEL. OA88"O AISI 302 SERIES S-S. RRIEfS ® HV 1 3/4" ACCORDION PIN W1 #8 HEAD 4�3 HV 2 3/4" ACCORDION PIN W/ 7#8 HEAD k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1@ OR EXTEROOF '—i4yj or 'v RSEE NOTE FOR EQUIREMENTS) (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR�� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tU OR HV 0 BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIP! (9 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324•-� BLADE WHEN CORRESPONDING TO INSTALL.KRON "11", SHEET 7. TYP. ' g (3) W PIN 4@? OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER m SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET QO :S. WHEEL CARRIAGE DETAIL N.T,S. 1� OR �J HV PIN ®2 OR AT ER EXT IOR BLADE'S KNUCKLE (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT I BLADE'S KNUCKLE (TYP) 2 7/8" MIN] AV CLEAR SEPARATION} \` EXTERIOR 'r QW7 TLfTECO. WC. Ili /T1 t E C �,, ,i � �y qa • TILLIT TESTING k ENGINEERING COMPANY ` �/ ti 6355 NW. MUL SL, St.. 365. 41RD1NW E#ttDENS, F1DRJ14 331'P Phone : (305)671-1530 •Fax : (305)671-753! a-mal: Flt"GawLcom r3-000571s 1 it C� 3^/O tit ' f"�r�� •d' ✓e dR1IIdS •' VlALTER A.'7UIi Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORDA uc 9 44167 +5 ON CI z 1/4' .Q62s BLADE .0625' Fecrp9 x_x .D625' .0625, s FXTFFi(W F1 PdATGV TYPICAL HV WINDOW BLADE i� iA AND POLYCARBONATE HV WINDOW DETAIL POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 BAYER MAKROLON 3103 P01_YCAP,BONATE 12" MIN. cLEARA14CE RESINS, W-STABILIZED GRADE OR SABIC TO BLADE BOTTOM INNOVATIVE 'PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR APPUCAE:E RESLir TP#YL GP.oPERFS STAWOJU) caw brr eca�.c FEFFHFt� 1wT.x / �¢ wdss uCYNw]W AN IFs. t9 F+S. e1�e1: SPcCiFlO RTA`h^l ASiH DJ9Z C.ad,: 4/;n a4d3 161a !. TE14TtE vim S1r1;m ASfY W33 9,4CJ Psi. 9.:1A psL RFYUPAL SFi e+ H Ar :lm ASM 0780 12.5m P.Il. 13.48o P.>L FlIXi FPL N04V.L5 1BP2CL- d5M C790 34o.CC-0 Py 34S.m PSI. NOTC� hoe A5R1 0256 ASDJ 02843 18 Fr-b/n 0a : 17 FT-IS%m 645 1F 4M sfcil- anisry WE er awm2D ASPA 0 C-1 CLASS C-1 CUSS 53F IGteDDN ASM D1929 ,040 'F gp •F NFATM .4'�<G ASTY 055 TMSLE SiP.c%-rff d."fER WEAP:EFW AsllJ 838 9302 p,L am pv. 196 STR S EEF0.'"E YFAIIp C I ASPI S38 Mal P..1. 888a p..L FLORIDA _BUILDING CODE (Non High Velocity Hurricane Zorn A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive Vest Palm Beoch, FL 33407 ©2017 E0.SiERN META SUPPLY, INC. -- BERTHA HVTM Accordion Shutter System H V. BADE #1 W/ OR W/o H.V. WINIM 11ADE Ity. Nc DESCRIP13011 DATE DRAWN W LC. 1 01-D -15-085 /27/11 DATt: 07/27/17 2 3 DRAWING No ' 7_ 107 6 SHEET Jt nr on 6 6 V i r 1' v - Ilya 5CROOR �y� @7 U= 1 HOC-tIVC j i o z �;3�336Eo a_e x =ge5�z 1 [ N F! o�=z�� UN NDo-xvo -� i j..r. o SEE ENO CONNECTION DETALS ON SHEETS 10 & 115 TYP. FULL HEIGHT. v OR@OR VT (D-@)OR(DO + Oi 01 18 Ce0$1,+ I(0 as (8+1a (D9- qs;�, + TYPICAL 1,1 � HV BLADE SHUTTER ELEVATION N.T.S. P.E. SEA E OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERmATES .1. MANDATORY CONOMON jl— ONE HV LOCK 0 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BEgOW 1 2 OF SHUTTER SPAS: FOR SPANS UP TO 105", AND FOR NNSTAL�L,AONS 7 ANY ELEVATION_. HV LOCK ar MAY BE USED AS AN 1NSIOE OR OUTSIDE LOCK, ATTACHED TQ @1 OR V CENTERMATES W/(2) 1/4'6-20 x 1/2" LONG FLAT HEAD S.S. M.S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ 2• k Q j • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 5 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR C2 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDTTTON 42 CMUp ONLY _ -WHEN umnATOy CONDMON #1 OR I IM TED MANDATORY COND ON �2- IS USED 16T/TWO N V_ LOCKcsI• .LOCKING RODS (�q ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 5 OR AN ALTERNATIVE DEVICE MAY ALSO 13E USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONORSOMI 12- ONE HV LOCK '0 w (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK (2-4 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE V!/(2) 1/4 q-20 x 1/2" LONG FLAT HEAD S.S. MS. TWO LOCKING RODS C� AT TOP & BO OM SHALL BE USED. LOCATION OF LOOK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVA-t7ow MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWNONSHEET 12.. 5 ALTERNATE TO MANDATORY =DMON #I VALID ONLY FOR • ONE ALTERNATE .HV! LOCK & MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSi TiDNS AT ANY ELEVATION. ALTERNATE LOCK @MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4-0-20z3/4- S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK $HALL BE USED AT 1/2OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY f3 FOR KEYSTONE MOUOr G IN"'M nMNS• DNE ITV LOCK w or @ SHALL BE USED AT 1/2. OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9V, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4--20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS d`_? W/ § OR i@ TOP AND BOTTOM IS COMPLETELY MMNDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. SECONO ALTERNATE TO nunalORY ONDJD0.*I #1 VAI ID ONLY FOR HV '1" l r � AuD GEh^�'NA7Ec ffg AAD ONE ALTERNATE HV i' LGCK f3� MAY BEINSTALLEO IN UEU OF HV LOCKS$ OR FOR ANY SPAN AND 15TALLATION AT ANY ELEVATION. ALTERNATE LOCK��,AY 8E USED AS AN INS�E OR OUTSIDE LOCK. ATTACHMENj OF LOCK ® NCLUDES. USING REINFORCING COCKER , AS SHOVlN ON SECTION HVG• SHEET 9, WHICH A1UBTBE CONNECTED 70 CENTERAIATES (�$ ANO iJ`9 W/ 7/4'4-20 x i 1/2" LONG S.S.. THREADED BOLT YJ/ 7/8'm z 3/32" VlINGNUT OR W/ t/4'0-2Dx1' S.S.M.S, INTO A 1/4'0x .5/B' RMVUi_ LOCK AtAY BE RJSTALLED AT MIOSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TVJD LOCKING RODS �+ TOP AND BOTOM IS MANDATORY. *N ES ON HD LOCKS & CENTER"TES- 1 • - : ONE ALTERNATE HD .LOCK (4 MAYBE USED IN LIEU OF HV LOCKS ,- OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD -LOCK C44' TO �.3 IS W/ 3 #8 x 3/8• F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT -,U AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR f2' MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS 6&' I5 COMPLETELY OPTIONAL 02017 TILYCD, INC. T 37F 0 �wrj c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. Yth. 5L, Sim- 305. VIRVI GARDENS,, FL&WA 33 Phone : (305)871-1530 .,For : (305)871-1531 e-MO. O eepOoo:.con, Ee-000677a wA.LTER A IUTT Jr. P.E. FLMIDA Uo. f 44167 TLUK TVA MWiN Alit■S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 GUUt (non high Yelocity Hurricane Lom ©2017 EASTERN METAL SUPPLY. INC. BERTHA: HVTM Accordion Shutter System HV. BLADE #1 WJ OR W/O RV. WINDW MADE Ly. N DEsM"0N DATE DWIN Ix: LC: 1 OLD 15-08s /27/1 DATE 07/27/17 s DRAWING No ' 7- 107 3 4. 5 SHEET 1 � POU OR WALI CONCRETE ANCHOR$ (SEE. SCHEDULE ON SHEET 13) EXISTING r UI sir 16 f I GLASS efDT�91® ;A HV WALL HEADER INSTALLATION I"1 40 Max. I'•��� r_ :E (D* 1 Ems• ,•I I.� . -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) FEOIRSTONE 1'7 @0R S�A (S,, movIIlo:G ®ON SHEET 7) 1' 'MACHINE Q EQ ACIINE SCREWS USING 1/4'-20 NUTS ® 12' O.C. 13 0R n OPTIONAL �• MIN- SEPARATION TO GLt�i'-S `(SEE,SCHEDULE ON SHEE s EXISTING I Max, U HV WALL HEADER INSTALLATION + KEYSTONE AItN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 1 OPTIONAL Mpx. 13GR �:.-_1/4•p-20x3/4' S.S. EQ= PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1' ! 1/4'-20 NUTS 0 12' D.C. 'CONCRETE ANCHORS (SEE SCHEDULE ON RED CONCRETE—/ SHEET 14) ANCRETE BLOCK . REWIRED HV WALL 5I I INSTALLATION NOTE FOR COMBINATION OF 5 CTONS- 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D, = EDGE DISTATICE ASSEUBLY t SEE LIMITARONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. .a?a: (rCtL A. ENS,`- p• �if1 ;a 92017 TILTECO. INC. 6 •(�1 �a' ••ff �iC�'•• TILLIT TESTING A ENGINEERING COMPANY `QRiLr ' V_•.R - 6355 N.W. 36'A at.. Ste..', `Trfi`A4A GPAD`JJS. iLORiGA 33 Phone ; (305)871-1530 . I" : (309)871-1531 fiteeo¢vol.eom ` [ate- •..... ' iy r1��11 �•ON�`'/. g! AL`c 'rr,l a-moi: O 1TALT2R A.TILLITi 9r. PF_ P.E. SEAL/SIGNATURE/DATE FLORIDA Ge. # 44167 POURED CONCRETE -. OR CONCRETE BLOCK I REQUIRED-1/4"p-20x3/4- S.S. .-.-i— CONCRETE ANCHORS I MACHINE SCREIS (SEE SCHEDULE ON W/ 1%4-20 r • /' SHEET 13) I NUTS 0 12' O.C. � Mm ` 19 I EO t l I 13 °R 15 E250' rM.Ox. � `�-aPTiaNAI I e t r j MIN_ SEPARATION TO GLASS ;EE SCHEDULE ON SHEET 1 HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS IXI$TING(SEE SCHEDULE ON SHEET 1 GLASS l . OPTIONAL ll �r ', L 4L11n.` _ CONCRETE ANCHORS 1 /4 C-2Os3/4' S.S. PHIL IPS (SEE SCHEDULE ON _TRUSS HEAD MACHINE SCF.EWS '�-P1/ 1/4'-20 NUTS o 12' O.C. POURED CONCRETE SHEET 13) OR. CONCRETE BLOCK REQUIRED FOHV WALL SILL INSTALLATION INSTALLATION DETAILS WI Tj HV BLADE A.S. S.A. American Shutter Systems 'Association, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 CW 2017 EASTERN METAL SUPPLY, INC- BERTHA HVTM .Accordion Shutter System H.V. a" #1 W/ OR W/O KV. VANOOW BLADE X NC DESCRIPTION DATE DRAWtf BY; LC. I OLD 15-085 7/27/7 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 A OF 9n POURED CONCRETE ANCHORS CONCRETE \ (SEE SCHEDULE ON SHEET 13) REQUIRED -. `—' -- EDGE OF SLAB IF APF'UCABLE EXISTING ,f Glass f_ 1 E''i i E 1�• 1? OR. -it 3OR15 0 I SLAB IF 1 IQL 5'FA°ARCiti APFCICABL TD n" (STF 4it i tDNa '+ " RED e G & ( F 1 + OR tl; "R0=1��1 TE . � REOolRm C) EXISTING GLASS - 10 + r 8'r u t i s14x3/4" HEX HEAD_ TEK SCREPIS a 9" O.C. + OR 1/4"0-20 S.S. M.S. M!/NUT ® 9"OC 1 10 OR !1 x EXISTING GLASS- fee/4' HEX WASHERHE YEK SCREYS 0 12- D.C.- CB.�CRElE ANCHORS \ (SEA SCHEDULE ON SHEET 13) T T EXISTING GLASS 1 +J J / OR j rj CONCRETE ANCHORS (SSE SCHEDULE ON SHEET 14) c D. n EDGE OF SLAB IF t EDGE OF -SLAB IF r I WV, S.FAMTAk r�srFE i +i 11 I 1 tl li II I 1 i 11 1 (�. I � / i MRL SFF9RA7ON i TO GLASS 1, SCemmE ON 1 9 i EXISTING - CLASS - EDGE OF ( .- SLAB IF L APPLICABLE E D? APPLICABLE POURED CONCRETE ' LL E. 0.* /� REQUIRED / FLAT HEµD. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) I! HV WALK -OVER INSTALLATION CONCRETE ANCH (SEE SCHEDULE SHEET is) 1 _i YRI. RPARV:4N lG t (sR scH2'vL Gx s,; 1/4" ! il_ MAX. i '1 JtOx3/4' HEX E.'D.* I 1 ///---YlASHER HEAD I - well. 1 i , TEK SCREWS 0 12' O.C. —#14x3/47 S.D.S. ' r ® 9" a. C: 1/2 ? 8 1/2" 1" CONCPETE ANCHORS POURED CONCRETE-1 (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REQUIRED HV WALL FLOOR INSTALLATION 17 RT8 rwr.EU- FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) 101 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70. -75 PSF A.S.D- DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 03, SHEET 11 1/4-0 IPY BUIUIEX "l/ TAFL0.V V!/ ' AF(A`REDTNRc` - 1ECIiNOLOOY I:R 1/4"0 FOI&SRS FASOF EiS TAFFER4 ANCHORS W/ 1 314" UN. EMBEDUDff O 6' 1 I O.C. FOR UP TO 6'--0' SPAN MID 4" M FOR SANS LARGER THAN 1 / +i 8'-G' 1 TO g AMPLY (j j( ? SEhPYT Ar chit(ENO FL47 FASTENER [�. - !T(P.1 (:>it Note t � l/ _. i_ - II N p '1 #14x3/4' F.M. S.D.S_ 6 B" D.Q. SEE .NOTE 13(b) - \ SEE 13LNOTE —� b) ON SHEET 1 POURED CONCRETE- ON SHEET I ( OR CONCRETE BLOCK REQUIRED HV WALL WALK —OVER INSTALLATION ( J� HV RAINGUARD INSTALLATION fi rVMI •I' THIS INSTALLATION SHALL BE NOTE FOR cOI.101NATIOfJ OF SECTIONS_ E. G. = EDCE DISTANCE REMOVABLE'WHEN PERFORATED SEE SPECIFICF.TIONS ON SHEET 13 ADJACEtr TO AN OPERABLE EKr • SEE LIAITAIDDNS OF USE FOR I- SEE ASSET 9LYHEET 4 FOR TYPICAL SHUTTER ( ) OR CN"TR NCE BLADE ( , ON SHEET 19 2- MOUNTING SECTIONS CAN BE COM.BWEO IN ANY WAY TO SIT ANY INSTALLATION. LI°� '-� - iT+-.z�.�i �3. Tlr, a '•6 `G .A'-,-J/� 62017 i2TEC0. MC. w r: _ 3 IL ECOINC. 0•.' TILLIT TESTING & ENGINEERING COMPANY '*. Vi4 i V tiTA, 6355 N.W. 3-. ( St, Ste. 303, Ydl{eaxNIA G (2105) , 1FLORaA-153 73' L , 1 Phone (305)0M Q:fil0 . fax ; (30.5)871-1571 V O VM� e1 �.tTg2 a-maEB �0006719isom o �isl+"+f.ligg 4J�WALTER A. TiLUT Jn P.E. .E. SEAL/SIGNATURE/DATE FLORIDA U_ $ 44167 CSSA i � : t • i 1/9'n�LOx3/d 55 1)5' n `} USIK: 1/4b-20 NUTS C 12' 0 C : EXWrz VON SFFJ WRAL < ? .PALL Tim (DErofws L • t : E.D.. SU) •. ' MIN._ -POURED 0014CRETE 1 - REWAREO OM KEYSTONE MOUNTING INSTALLATION Ltt%MUl1 AS.D- ➢L PRESURE_ t64, 72 nsT MAXIMUid SHUTTER SPAN V-0" INSTALLATION._ DETAILS W/ (1) HV BLADE FLORfDA BUILDING CODE {Non Nigh Velocity Hurricane Zon. A.S�S.A■ �L American Shutter System$ Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 _ 02017 EASTERN METAL..SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.Y. BLADE #1 W/ OR W/O FLV. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: 1..C. 1 OLD 15-085 7/27/1 DATE: 07J27/17 2 DRAWING No 17--107 3 5 SHEET 7 OF 20 6 OUT I 6063-TS ALLOY) ALUAT. W/(2) '1/4.0 TAPCON VJCHORS To CoNCR_-fE (TOP/6OTTDM,' & l )x1/2" S.M.S. TO TUBES i AT EACH ANGLE (TYP) I < 1 5 U df ©ax®ca ©+Ocx®e;,7Q �Q aR +0 + QOR©+O+ 1 1 EXISTING \'`.'/+ c Q® ©©Q @ '\ 8+ cR + 3oR 19+ `E? __ _ — _ _ GL !AW. 'SEPAP.ATIONt, ©, ® � a L'J E TO GLASS 'I `� (SEE SCHEDULE \ IN OPTIONAL ON SHEET 11) 4 (INTERIOR) 1N1 EXISTING GLASS INSTALLATIONS WZ i) HV BLADE W HV CENTERMATES OR 10*®5�O+aa1©+©03 SEE NOTES ON LOCKING RODS 0 , HV LOCKS (D or 2�j AND ALTERNATE HV LOCK ® ON SHEET 5. * BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADE 0 SEE END WALL CaNN rTinw ©+O � '--EXISTING GLASS UE7AILS ON SHEETS 10 & f8 ------------------------L--------- — — — — — — — — — — — I ®.®oR'�--Qoz 19+�$ i 3 1/4` 7" 7" j 1/2" OR 1 OPPOSING f CENTERMATES I SYMMETRYCAL IF 1Qx oc,, FULL 'LEE1� HT. rr W/ HV LdCK 4 or ¢Sl ; CENTERMATES /-�,jc KQN. SEPARATION W/ HV' LOCK 24 Of lZ 3' TO GLASS j v1 ��* * (SEE SCHEDULE EJ� 35 I� 3 3 ON SHEET ti) �i i I I 5 t L (D UVB 99 OUT IERIOR) IA `i p HVB ----------------- SYMMETRICAL CENTERMATES ® IN W/ HV LOCK 26* OPTIONAL /INTGRIItR1 HVE 02017 MTECO, INC. n a IL Ecoluc. t TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36N. St., Ste. 305, NROINA CARDENS, R¢P.DA 3319 Phone : (_O5)871-:1530 . Fax : (3oS)871-1531 ES-OCO6719 WA1-TER A'77EE? ,ir. P,E. LTF FLORIDA Lim f 44167 u AmSaV.A. American Shutter Systems Associations Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HVF** �a CONCRETE OR c BLOCK WALL _` e; Ni 1 2017 EASTERN wrx SUPPLY, INC. nv,ta Accordion Shutter System KV. BLASE #1 W/ OR W/O RV. WINDOW RAM AWING No 17-107 SEE END CONNECTION DETAU ON SHEM la s to OUT r� ti�EmD aus IN �/ BLADEOSIACK DETAIL 1, WDI ATED ON SHEET B, I ^_ h AS WILL AS -JNNSP2&;_ FLOATING BLADE® DETAIL HOD-HND . WD:CATED ON Ter SHEET, NAY BE USED WITH TYS r1TEFi:4 I Ito -ha&LAT10N Dann mr SHOW.; W 7H SHEET. INSTALLATION HV BLADE W/ HD CENTERMATES , PP b /4 a IA?CON sro' ro OC.•iG4ElE 1160TmN)& [ L----------- 6.STOTUEE 1 s1Ck3/4'SM.S O.t2"-----.-----------T-----.— H.'Gi`E'' I I / �" (O.O. FULL LEH�R. yt —F IN — — — 5 "I @ / LOCK (INSIDE) in 5/qq8� wJ! SEE NOTE 6 FOR H/ LOCK® , 'I LACK. ON SNH T 5. 'I' SERIES 04s4 At.UMNLIm 2024-T3 ALLOY) LARCE FLANX ;Hill 11UMETRF. PART i 0820. AS NA14l A7URb) BY A40EL *JE RRY TEXTORN. PARSEFEXY, NEW JERSEY W054 OR EOUaL. f- 30 HY "T" LOCK (OUTSIDE) ,-{`' -0 OUT 1/4" 0-20 x 11/2" S.S.M.S. W/ .7/8"0 x. 3/32" WINGNU��T. I-IVC7* �t� A. ri '-; _ ............. 1 pdt �*{ n aLA, i Ty F AL ..... ldrrf P.E. SEAL/SIGNATURE/DATE tiDa—HV)** FLOATING STACK 02017 TILTECO. INC. :71L OC ,mc. TILLIT TESTING & ENGINEERING COMPANY 535S N.W. 36th. St. Ste: WS. vER- " CAROENS, FLDF.�A 33 PRurt? (305)871-1530 . Fa, : (305)871-1531 e-maC: EB-0W009871910 :om WATER A. TiLLIT Jr. P.E. FLORIDA L[e. S 44167 --r------ — 7tiI IN--- Q PIN (cmi 14DB—HVB OUT_ SYMMETRICAL HD CENTERMATES W/_ffZ* LOCK (EXTERIOR A.S.S.A. American Shutter Systems Assoctation, Inc. 44268 Westroads Drive West Palm Beach, FL M4U/ - HDC—HVC SYMMETRICAL HD CENTERMATES W/ i V LOCK (INTERIOR) 'k..sF.c ears od LmavG Em�S� r l� 30 urres or ,�- � s ** UN. wrm FLOAnaAQ rzr 1 H00-NV0 5 VA FOR AtL CENlE TES A llmalcM5 K , 5µ 0 )n high Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. YGR ■ "#4 FTw T61 Accordion Shutter System RV. SUME #1 W/ OR W/O H.V. WNDOW ADE + OLD 15-085 n7J1 4OATE: 07/27/17 3 DRAWING NO 4 17-107 r— POURED CONCRETE OR - - CONCRETE BLOCK WALL REQUIRED - CONCRETE ANCHORS 9 16" O.C. .—EXISTING GLASS 2" MIN., 1 EQ i1� EQ SEPARAIMN io`tl,a5s (SEE ' ' so E§i ON SHEET 11 Fppl_�R2'P.ADE @AND I/16'x3" MA X, (LOCATE ONON ' 19 FOR (6083-TB) CONT. ALUM. CLOSER EITHEP, '! E \.7 .0 ' PLATE. (LOCATE OFG _ AT EITHER SIDE ",q IV S.M.S-� tt SA7.5_,10XT/2" 16"O_C. F916"O.C. +J .R — m SEE DETAIL X FOR fl OR SIDE CONNECTION TO TRACKS1_ END CONNECTION DETAI! U —EXISTING GLASS LAN- SERARAT101d !rn TO (PASS (SEE $CHEDL3_E ON SHEET I FOR BLADE 10AIZ GN .9'.EFT 19 FOR CQ ¢ TE EL/i. J 16 L\ O.G. r- -- 1/2" MIN. R 2' MIN. ' I t 5 OR Q' - POURED - NCRETE OR CONCRETE B . GY,,g LL REQUIRED �- END CONNECTION DETAIL j) V Y ,,1Ox1,/2" SACL CONCRETE ANCHOR 0 --; 12" 0. j u RU(V{,Ktit ' OR CONCRETE ��. BLOCK 'NALL REQUIRED - - -EXISTING GLASS MIR SEPARATION TO G ASS (SEE POURED CONCRETE OR CONCRETE BLOCK WALL ! EXISTING REQUIRED _ _ _ GLASS i MM. SSA+ATtUI 1/2' MIN. CLASS (SEE SCHEDULE SCHc$A1LE ON SHEET. •. �7 11 FOR ON SHEET FOR BIDES Q& �}A D __. �� • SEE UMMAT;ONS OF USE FOR BLADE ®ON SHEET 19 1Q OR @ YECTION DETAIL ® �� tiT �• 3+�,'t iy fvrc`j` W017 TILTECO. INC. —` �{ 777= Z7Mlmc:�o:m ASS A American Shutter Systems TTLUT TESTING & ENGINEERING COMPANY 'w c� Assactatton Inc. . ({{ M55 N:A'. 3&J St. a-. = M OMA FARDE%g, RVWA 331 f f11.I.r.... .��5 -O,A Fhent : (305)871-1536 . Fux : (3.M)B71_1531 4268 Westroods Drive �AIr'4Ir b fl i8 e- 61: tiReCQzwL=M n +'� f �' 1+1" ®-=6719 Vilest POIn Beach, FL 33407 'ten sgnf}ls 1FArAtf 17AL7ER A TILL1T Jr. P.E. P.E. SFAL/SIG NATURE/DATE FUDFMA Uc. j 44167 I EQ 2' MIN. i I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. .— EXISTING GLASS f' G9`L SEPAgAliON TO CLASS (SEE 3CFWULE ON SHEET I FOR SLADE_a)ANII -2" MIN G 1-7 1 1 i 11 & qk�A '' M USE 1" OR 2" MAX. (AS APPLICA6LE)x2"x1/8'xO'-2" 1 ALUMINU31 CUP ANGLE I (666345 ALLOY) AT MSDHEIGF T,/ (1). g"10x1 /2" S,M.S. TO ® & It (2)1/4"6 TAPCONS ANCHORS IO WALL AT V O,C_ (LOCATE AT I( EITHER SIDE OE 0) / SEE DETAIL X FDELJ NIMEAW011 OR 3LOCK WALL REQUIRED EXISTING GLASS �/ MiPi, SEPPR160N TO G!AM (Sir. SCHEDtiTE. ON SKEET —.11 FOR BALE-O)AA9' 'ON SHEET 19 FDR &-AM (i) & SIDE CONNECTION a0"'U'0618O 16.0- TQ TRACKS m ®• Rlm`�• Rltt®' � m END CONNECTION DETAIL -.,.�, IJ QUIREO ONLY FOR SPATIS GREATER THAN 12'-O' ORTR(ROR(3 OR� OR®OR(B OR Lr �CR 1<3 �AR.�ORI1 lI V LW Y PLAN DETAIL X C00E (Non High Velocity Hurricane Zom ©2017 EASTERN METAL SUPPLY, INC. BERTHA HV-oA Accordion Shutter System H.V. MADE #1 W/ CR W/O H.Y. WNDaW RAM _V. DESCRIPTION DATE DOAW4 BY: L.C. I OLD 15-085 _ 7/zT/1 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEEr F Ar Aw SCHEDULE tl MAXIMUM, SHUTTER SPAN* 'L+' OR "L-- (;t.). FOR INSTALLATIONS W/ SYMMETRICAL CE RASES•.® & g Or QS or Vl/ ONE H.V. LOCK ® or @ or or HD LOCK (9 W/ NO LOCKING RODS or CENTERMIA� 280 29 W/ ONE F© T" LOCK 30 W/PNO LOONG RODS 35 & BOTTOM 185EE W w A5.0. C1311 Fi?�E RA7Y1G ry-iINSTALLATTO7P CDN."REf1-R IONS 0 WALL MOUNTING FLOOR/CEILING MOUtn, NG .L+ (ff) I L-(3) L+. (1) ( L -(fl) 30 OR LEg� i6'-0" is" a" 35 7{'-10" 74'-10" 15'-2" 176'-O" 40 13'-10" TI3`-10" 45 is -I" i 13'-1" 13'-4" 114'-3" 50 12'-5" j 12'-5- 12'-8" 13'-7' 55 IV-10" !V-10" 12'-1' 12'-71" 60 11'-4' 17'-e 13'-7' 12'-4" 65 10'-10" 10'-10' 11'-1' 1 i'-71' 70 70'-6" 10'-6" 10'-9" it'-5" 5" 90 9'-3" 9'-3- 9'-5" 10'-1" 95 LOG 6'-9' 8`-4" 9'-0" 105 8'-7" 7-11- 110 6'-4" 7'-7" 8'-7" 9'-2" 115 a,_2" ( 7'-3" - W-4" 8`-11" 0� 98'ZDaI�6'-�{`i, 125 7'-10' V-8" 8'-0" 8'-5' 330 7'-8" 6'-5- 7,_i 0- "8'-1" 135 7'-7" 6'-2- 7'-9' 7`-9" 140 T-5" 5'-ILL" 7'-7" j 7'-6- 145 7'-3" S-9" 7'-5- 7'-3" 150 T-2" 5'-7- 7'-4- T-o" 155 7'-0" 5'-5" 7•-2" 6'-9" 160 V-11" 5'-2" 7'-1' 1 6'--7" 165 0'-10" 5'-1' 7'--0' 6'-4" 170 6'-9" 4'-li" 6'-11" 6'-2" 175 6'-7" 4'-9- V-9- 6'-O" 180 6'-6- 4'-8" 6'-s' -10" 185 6'-5- 4'-6' 6'-7" 5'-8' 190 6'-s' 4'-5" 67-6' ,-6" 195 200 6'-2' 4'-2" 205 6'-i" 4`-1- SCHEDULE J2 MAXIMUM SHUTTER SPAN* "L+". OR "L-" (ft) FOR INSTALLATIONS W/P i2ENTET & ONE HV LOCK qj or ® or Vl/ NO LOCKING RODS (SEE NOTES t tf) NAxWa, ASS. u -GV PnLmS _ CONCRETE &ROOD INSTALLATIONS WALL fAOO671WG & FLOOR/CEILING MOUNTING L + (I) ( L - (ft) 30 16,_D" tAlolz 35 14'-TO' 14'-10- 40 .3'-IW IT-10' 45 Is-1" 13,-1" 50 12'-5" 12'-5' 55 V-10" 1 r'-10" 50 Tl'-4' 11'-4' 65 10.-10- 10'-70- 70 3D'-6" 75 10'-1' 30'--1" 80 9'-SO" 9'-10" 85 W-6" 9'-6" 90 9'-3' 9'-3" 95 W-0" 8'-9" 100 8'-s' 8'-4" 105 8'-7' 7'-11' 110. -8'-4" 7'-7" 115 120 V-0' 6'-11" 125 7'-70" 130 T-a" 135 7'-7" 6'-2" 140 7'-5" 5'-11" 145 7'-3.' S'-9" 150 7'-2- 5'-7- 155 7'-C- 5-5" 160 6'-11" 5'-2' 165 6'-10- 170 6"-9" 175 6'-7' 4'-9. 180 6'-5' 4'-B- 185 W-5- 4'-6" 190 6'-4" 4'-5' ]95 6'-3' '-3' 201) 6'-2' 4'-2' 205 6'-1" _,V_:_ SCHEDULE �3 MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS_ !C C M & Vl/ ONE 1-1V LOCKS OR WJ NO LOCKING ODS 01AL10 FOR MOUNTING I@ SHEET 7) ftk�CONCRc� rs �N NsTAL7ATIONS 1y,;;y,-, 310GR/CELL) HCnlfiell,'G (o.:.r.) R (t cii -7 FLOOR/NO':ItrNG —7 L 35 15'-2" 40 14'-2' 15•-2- 45 13'-4" 14'-3" 50 55 73•-7" iP-il" 65 W-57 70 8'-9' 9-4" 75 - 8`-9" s1iv` ....,..i+ CC � AL F.E. SEALJSNU751AT11RE/DATE INSTALLATION LEGEND _ CONCRETE & WOOD MANSORY WALL A, 13, C. , E. M, N, O, P. Q, MOUNTING F. K & L R, S, & V. FLOOR/CEILING is 7 1, 11, J MOUNTING & M T, U, V.` & X V MAXIMUM SHUTTER, SPAN -L+" OR "L-- FOP INSTALLATIONS INTO WAD SHALL BE LIMITED TO 105 psf. A-S.D. DESIGN PRESSURE RATING. 'I" HV CORNER CENTER11I-E r"3 MAY 6E USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION g2 NOTE y5, SHEET 5. ttFXCEPT THAT MAX7MU:A S SPAN L+' OR "L--" AND MAXIMUM AS.D. GEEING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO ' 64,-72 o.s.f_ AND B'-O" SPAN, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MiNIMUM ASTM E-1996 SEPARATION TO GLASS 1 THPAU 3 10 HV BLADE >2017 TILTECO, M. /-TOLTE"ICO cc.. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36h. 5L. 51e 305. ViriGGi1A GL INNS. iLIFWA 331 Fhe : (305)87T-1530 . FOK ; (305)E71-1531 e-mml: WteOo2ad.ccm Eg-0006719 VlAL7ER P. 111.GT Jr. P.E. FLOROA Cr". # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 4Vestroods 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 MAXWUM SPAN FOP WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CELING. GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE N,AMMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A5.0. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE FINAL MAXIMUM ALL",ASLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-'. (3) PROCEDURE TO DETERMINE MAX.IMUIIV SPAN FOP. COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLCOR/CEILING MOUNTINGS: FOR A GIVEN PGSITNc A-S.D. DESIGN PRESSURE RATING: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR./CEILING MOUNt1NG INSTALLATIONS. FOR A GIVEN NEGA11E A-S.D. DESIGN PRESSURE RATING: DETERMINE- Li­ MAX. SPAN FOR WALL MOUNTING WSTALLATIOiNS. L2-= MAY. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L7+', "L2+", "Li-" AND '12-" (4) GO TO ANCHOR SCHEDULE WITH. FINAL MAXIMUM ALLOWABLE SPAN AND NEGA7WE A.S.D. DESIGN PRESSURE RATNG TO DETERMINE MIAXI!.IUM ANCHOR SPACING. CODE (Non High Velocity Hurrcane CU 2017 EASTERN METAL SUPPLY, INC_ nawm" ■ "A& "V TM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. 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O.__ ' .o _�. 6 5 MOUNTINGS £ G. & I (g)WALL SILL MOUNTING Q7 GOEIWNG t�{O_UFR71f 3,-0,• 4,-O" �' •� i t 4.5 - - » i{. Iz 12 1u 10 -:9 1 9 8 1 B eaI 1 8 J 1 5 135 4S 14 /4 112 1 i2 f0 f0 8 9 6.5 8 5 6 SS 4S 3 .75' 1+ 12 9S 7S 6S 4.5 - - 14 12 110. 9 1 6 ,„57 55 1 4 1+ 42 10 9 8 6 4.5 3-51 6<_0" 74 12 10 9 8 6 6 - 34 12 10 9 8 8 6 3 74 12' i0 19 8 65 S 3.5 74 12 10 9 7.5 5.5 3 - 14 12 10 85 7 15.51 4 3. 14 12 14 12 TO 9 8 6.5 5 315 14 12 t0 SS B 5 # 14 12 H 6S SS 3 - - 14 1 12 /0 9 - b 6S 4-5 13.5 14 12 10 8 7 5 3.5 3 14 172 110 9 8 7 1 5 1 4 14 12 14 12 9 7.5' 6 45 3.5 14 72 10 9 7.5 5-5 4{S- 14 1i 7 - 55 4.5 - - S4 12 10 9 7S 'r�MST 4 8._0. t4 72 1D 9 8 65 - - 14 12 1D 5 8 6 4 - 14 12 t0 8 6.5 C5 3S - 14 74 172 8 64 5.5 4 3 - 2S 9.5 6 5 4 3 74 1 111 1 8 1 6 b.5 1 4 14_ 12 14 12- 14- 14- 1.5 85 55 4- IC-0' T4 t2 t0 9 7.5 - - - 14 72 10 8 65 a - 14 12 8 6 5 4 - - 1{- 1{- RS - 25 - 95 t2•-O'- iS- 3$ O.5 8 5 4 71- 73.-D. 14 112 1- - - - - 14' ri.5 7S fi 5- 1Q5 - 14,-0" 74 T2 - - - - - - 14 OS- 10 7%- 1t5 . 7S _ _ _ _ _ _ f2 9 fi td•-0 14 - - - - - - - 3S 10 6.5 - - - - 05 8 5 - 10- J- 16'-0'- 8 8 6 4 _ _ _ 6 9.5 _ _ _ _ _ _ _ 9.5 1 7 5 .E. 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS, (A) TO EXISTING POURED CONCRETE (Min. Y•c. = 3 ksi) eu -' r1N - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W 13UILDFX_ (Min. rc = 3 ksI Ca FY`€NO - 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED 8Y ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. I•c = 3 ksi - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS T -PC, [a TA'CONjVkTHrAOYANCED THREADFORMM DIRECT, INC. (Min. Ye = 2 ksi) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH �TECHNOL-OG7 THE AMERICAN SHUTTER, SYSTEMS ASSOCIATOA, INC. (Min. VC = 3 ksi) - �AL , :NTS(60LHD`SEF BLUE TAP W/ CAMP NOTES: TIPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF-TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/47, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 T/2". A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLIO-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. 4 s6a uUnanFOR o:U Or O 6fAv . A� CN Rk£( is NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED_ 1/4 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST- AND i" MNIMUil FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAS STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAM WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A2) ABOVE FOR INSTALLATIONS ON VtMt SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLAT'ON 1N1TG EIFS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 3/4'0 TAPGON.OR TAPCON WITH ADVANCED THREADFORM TECNNCIOG, ANCHORS, AS MANUFACTURED BY I.T.W. BUILOM - 1/4'0 x 3/4- ALL POINTS- SPUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS VV/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER. 'APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSITEMS AS3OCLA71OH, INC. NOTES: B_1) MINIMUM EMBEDM M. INTO CONCRETE BLOCK OF TAPCON. BLUE TAP V// CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS TS 1% B.2) MINMUM EMBEDMENT OF 1/470 x 3/4" ALL POINTS SOLID-S_R' ANCHORS SHALL BE ENTIRELY EMSEDDED 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 -FOR EXIST, AND 1' MINIMUM WALLS WITH No'STUCCO. B.3) IN CASE THAT PRECAST STOpIE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER 13E FOUNT) ON THE EXISTING WALL OR FLOR., ANCHORS SHALL BE LONE ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B_1) & 13.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 81STAUATION INTO EFS VATH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED .FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,. (D) SEE SCHEDULF RFI rWJ Fn Fnrc n, n ♦ . __..._.._.... .,... .a........�. EDGE DISTANCE VERSUS SPA ING SCHEDULE FOR ANCHORS - MAXIMUM ANCHOR, SPACINGS ARE VAUDFOR EDGE aSTANCES WritCAXEO BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTti LYING SPACING SHO'WpT ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYFE. ACTUAL .FACTOR . EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL SOLID SET BLUE TAP W CAP / TAPPER + MIN. SPACING DISTANCE E.D. MMTN. SPACING = 3° MIM SPACING = 3- MIN. SPACING = 3 t/Z' MIN, SPACING = 3" 3 3/4" 4' POURED CONCRETE & BLOCK PO[R�U CCt1CrdJE B.CUC POURED CONCRETE & POURED CONCRL-fE .CONCRETE CMCREE Zh�TC LiOCtS 19�L ER=3" IiQd ER=3 1/2' 1LN. ER=Z i/2' CONCRETE BLOCK II.dJ. FA=3 1 CONCRETE.BLOCK"D 15lL ER=3'ER=21/2' 3' to 0.90 1.0 0-78 1.0 O.734 1.0 2 1/2- - 0.81 1.O - - O.d7 1.00 0.7T - - - 051 - 1 3/4- - 0.91 0.35 - - - 0.35 - C2017 TiLTECO. INC. rh`.. r � > i UrE C O iNc- TiLLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36tk 5t., Ste. 305, WkQ"A CAROD4% R.G".4CA 33 i Phone : (305)871-1530 Fox : (305)g/1-1531 5� a-m00: Ot"OOcoT.co,n EB-OWS712 WALTER A. TLLIT Jr. P.E IATE FLORIDA Lia f 44167 OUILUINU LUUt (Won high Velocity Hurriccne OD 2017 EASTERN METAL SUPPLY, .lNc- Aw S. S.A. American Shutter Systems Association, inc. 4268 Westroads Drive West tPCIM Beach, FL 33407 i/rR ■ ■ {!1 n w TM Accordion Shutter System H.V..BLADE #1 W/ OR W/O KV. WIMM BLADE I OLD 15-085 ' 7/27/1TLLLLLLL . - 07/27f17- 3 DRAWING No 4 17-1107 5 SHEET d MAXIMUM A,S:D. DESIGN PRESSURE RASING !QSS s.f.) AND CORRESonel IN2 MAXIMUM AN^Stun RACING (jQ,) SCHEDULE FOR GIVEN MAX. TTE SHUR SPAN, NE •A� A.p PEST N PRESSURE RATING AND (SE MOUNTINCS ON SHEETS 16 & 17). A GORR 5FQNDINCz-� :..-� MQ-UN TING TYKE, A :S3 L-J B :EE; T F= .4 T E SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN_ G=0,50 WALL MOUNTINGS CEILING MOUNT T M, N, O & R FLOORMOUNTINGS W& X -1-- IE'A!e'f FZME Eft 0P) L'�3i Flm pffim FV% 64 30 40 60 75 4Q OS 30 4Q 60 75 5O •Q5 SPRUCE PINE FIR 'NORTH %V/ MIN. G=0.43 WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS W& X SPRUCE PINE MR SOUTH W M MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T Md N 0 & R FLOOR MOUNTINGS W& X 1 J2„ MIN. COX PLYWOOD WALL MOUNTINGS P& Q SOUTHERN PI E No. 2 U S G=D.55, G MU G_OM W/ 13.0. WALL MOUNTINGS S& v SPRUCE PINE FlR NORTH W/ MIN. G=0.43 &0. VIALL MOUNTINGS S& v SPRUCE -PINE FIR SOUTH 'Wl MIN, G=0.36 B.O. V'IALL MOUNTINGS S& v Q?$t1�l8rE NT'SIF'fIIIC,I� 30 4D 60 7j 90 �05 mEWEfRz mF186(p) 30 4O E0775 !90 to x3m k'�GSTS. fi£5'E no IP0 0�m tFTA7,f WSW-wz W=pm� M-smW-%(d)j 41 RR?NDR! Fri"rA6iC' O L.M En ILG$E MME NW. 4Mj S2 t�7.'r R'm'Pf FHN.. (PM1 LLS 12 70. 1D 9 8 8 b 6 6 6 6. 6 12 10 10 9 8 8 6 6- 6 6 OS 16 30 40 EO 75 90 OS 3D 140 60 75 90 OS 30 40 60 75 90 DS 30 40 'SO 7590 05 30 4D 60 75 90 OS O 30 40 60 7$ 9G 105 4'-0, 12 10 tQ 9 B 8 B 6.5 4.5 8 8 6S 4 3 6 6 6 6, 6 6 6 6 b 6 6 6 b 6 6 6 6 6 .S 5 6 6 55 4.5 4 6 5.5 ,5 4 3.$ 12 72 12 l2 12 10 1D 10 10 t0 t0 70 .70 i0 10 9 9 9 9 6 8 B 6 8 8 5 5 3 3.$ - .6 6 6 6 6 6 fi 6 6 6 6 6 0' 6 6 -.5 6 5 5 S 6 6 b 6 5 5 4.5 { 3.5 3 F2 72 t2 72 12 12 10 10 10 10 16 70 70 7Q 70 i0 t0 9 9 9 9 7 8 S 8 6 3,5 8 8 7 3.5 -- fi 5 6 6 6 6 6 E 6 6 6 6 6 b 6 6 b 6 6 5 6 6 6 5 4 6 6 $ 4S. 3S 6 6 fi 6 6 5 5 5 $ 5 4 4 4 4 4 4 4 { 4 4 4 3 4 3 4 3 3.5 - - - i2 72 7Z 12 12 32 12 12 i2 72 12 i2 72 72 t2 i2 i2 12 72 12 }Z.12 12 T2 12 12 I2 52 12 12 12 t2 79 12 12 lZ 12 12 12 72 12 32 t2 12 12 12 12 }Z 12 72 12 12 12 12 12 72 12 t2 i0. 12 72 12 72 iZ 12 i2 72 12 l2 12 72 12 72 72 12 12 72 12 32 12 yy ip .Q.S 8.5 0 12 0: 8.5 7.5 12 70 10 9 6-0 6'-0" - IZ 70 T-0' 72 t0 10 10 9 9 72 1D ]0 7.5 9,-Or-O' 72 .5 10 4 6 6 $ .5 ;.5 3 6 5 4 - - - -12 t2 12 12 12 1Z 12 72 12 i2 Y1 9S 72 }2 iS 9 7S 6.5 0,-0 1-0 12 - - 6 5 3,5 - - 12 10 - - 6 79'-0' 12 12'-O' 12 10 4.5 - - - 6 6 4 - - - 12 70 3.5 _ 73,-0" 12 t0 - - - - 6 6 - - - - 12 FO - - - - 6 4.5 - - 12 7.5 - - - - 6 5 3.5 - - - 6 54.512. - _ - 11 8.5 7 b 12 t.5 Z,5 6 5 4 14'-0" 12 10 - - - - 6 5.5 - - -`,5 4.5 5 _ _ _ _ _ 12 _ - - - - - - .5 4.5 4.5 - - - - - - - - 6 6 4.5 3 - - - --. 12 12 12 9S 8 fi 72 32 9S ZS 6 4.5 12 9.5 6.5 5 4 3 75'-U' 12 - _ - - - 6 - - - - - 12 _ _ _ _ _ io-O t2 - 1 - I - I -- - i2 112 1D: $S 6.5 4 72 i2 $ 6S 5 3 1.5 .5 jS 4.5 3.5 - 1 SEE DNRA7tUNS OF 11sE FOR Stl�: iJ d'F SNET 19 4- NOTES ON ANCHORS REQUIREMENTS- -WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOF-FT SHALL DE AS FOLLOWS: 3. SU95FRAIE SWLL CONSI5r OF THE FOLIDWING: -- 1/4'0 TAFCON ANCHORS,.AS MANUFACTURED BY F.T.W. SUILOOC W/ UINLUum E SEDMa4T AS 1NDiCATED AT -SOUTHERN PINE No. 2 W/ G=055 (NDS) - AS DOUGLRR W/ 0-0.50 (Nl1S.) EACH SECRON ON SHEETS 16 & 17. EXCEPTION: SEE NOTE :2 EELOW. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.DS) -SPRUCE PINE FIR .SOUTH W/ G=6.36 Kbr.s.) 2. ANCHORS TO HOLLOW CE$JNG SHALL DE AS PER MOUNTING TYPE U, SHEET 17 AND SPALL Comar OF -MIX t/2- CDX PLYWOOD (1986 APA) LAG SCR64S AS PER NOS 2015 SPEC*ICATFONS. 4. ANCHORS SHALL eF INSTALLED FOLLO,4FNG ALL OF THE REC@.IMENQAT;O; AND SPECIFlCATIONS THE M7�7UF'ACTURER. R e 02017 TILTECO, INC. _ IL E C O a,N.. TILLIT TESTING & ENGINEERING COMPANY 51e W55 N.W. 36M. 51., S`e. 30.5, MRSNIA C?RDENS, FLC=A 33 �0 Phone : (305)871-1530 . Fox: (305)871-1531 i1 y e-mo3: Wtetoi9o&c 114 E9-0006710 1 WALTER A. TILUT Jr, P.E. ln,.T FLCRIDA Ue, f 44157 V) . American Shutter Systems Associafton, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE @2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System FLY. BLADE #1 W/ OR W/o FLV. vF MW BLADE MING No 17-107 INSTALLATION DETAILS ON EXISTING WQOD BUILDINGS FOR 1 HV & Hy♦ BLADES AS APi'LICABLE MAX. SHUTTER SPAN. 114- OR L— FOR INSTALLAT O S INTO WOOD WITH HV BLADE 1 0NLY SHALL WALL F1TflSH - % 8E L M TED TO O - S . A.S. ESIGN PRESSURE RAT SEE SKEET I FOR MAX .sPASN cc rl i 14 5VN9 ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATfON WITH BLADE 1 & SA WORKING 1N UNISON THRFADFORM TECHNOLOGY SJ{fi TAPCON QR W/ t iJ2"Min. PEtiETAATKiN /�� }I{{ ', �TAPCON SVfiH ADVANCED 7HREADFORM TECHNOLOGY- ; f' { OF THREADEb AREA "TO �.� ( ? W/ i } 2' Min_ PFt4ELRATIONOF EXISTING WOOD HEADER - f WOOD HEADER. (SEE SCHEDULE Cid THRrp31E0 ARFA TO EXt.STING ( Msd � � (SEE SCHEDULE ON SHEET }5^1 + J SHEET 15} & To SERA ] OR 20),3/4' SS. MACHINE- oR� SCREIYS 5V/ 114'-20 NUTS t1 FOR SAFE(E) 4o F x ® 12' ON %W 19 FOR al I WALL— EXi 2"X4' WOOD A9N, FINISH { t'a i i V a HEADER REQUIRED a10 t 4R 1�D �ExXsrtNc Mtri. cr 'ti —? `— LJ EXISTING E w SEPl}7ATICdy t . 1 . HEADER"REEQU REO a \r I t k T%? 9 TAPCgV OR TAPCQN 1YfiH ADVANCED TO GLASS SEE I_ t y, s a` 1 THR lF1FORM._TECWNOLOGY W,/ 1 7/2' SCHEDULE ( : i t: ? Min. PENE07ATWN OF THREADED AREA TO 'I-- 7 5AM ® ;j MdrL SEPASL1ItLXd TQ GL355 5 .` g EXISTING WOOD HEADER. ON SHEET 79 FOR EXISTING !"—"—(SEE SCHEDULE ON SHEET';71) l .� 9 �AD1=S G,, h SSA r (SEE SCHEDULE ON 5}{�T 15) 1 Y r 24x4" COW. SILL PLATE RF1}'0. HV WALL HEADED INSTALLATION HV WALL HEADER fFISTALLATtON HV WALL SILL INSTALLATION e 1 I EXISTING MIN. SEPARATON TO GLASS � 1 F -��— MIN, SEPARATION TO GLASS GLA'a k MIN. SEPARATION TO GI.A55 WSTING /f�—(SEE SCHEDULE ON SHEET 11) 1 1 (SEE SCHEDULE ON SHEET ttj t WOOD GONr:) (SEE SCHEDULE ON SHEET 11 ) GLASS-� x EXISTING F X . WOOD FLATS,' ) " 6 REQ'D.- y - ) 1/4's 20., 4 SS. MACHINE SCREt15 i MACHINE SCREWS Vt/ E USING 3/4 -20- NUTS v 0/4'-20 NUTS Q 17 FINTS O.C_ onus r % 2'x4' CON7 t } ' 1 OR® o, ;.; Y i C4i f $ s i 5 WOOD PLAITf- { i r� REQ'p. t E >` t" .f_•-EO ` ' 1" Min. 1/4-0 TAFGON OR TAPCON VMH ADVANCED THREADFORM TECHNOLOG'f W/ 1 1/2" 1 1 I/4"s TAPCON OR TAPCON I?XM ADVANCED 't- : k 2 xi• CONT II k ,-! TY.READFORk rECHNOLOGI' Vl 1 2" j �" I ` - ' ' ` 1 4"o TAPCON OR -SILL PLATE eF' t— Mn E172AT14N THREADED AREA TO txmE_ EXSfING. WOOD HEADER. - Min: PENETRATION OF THREADED AREA 1FR0 PLYVJOOD s �� T GON YAYF:1 ADVANCED 1- REO'D- (SEE SCHEDULE ON .a.` (SEE SCHEDULE ON SHEET 15 t 2" -SEE Sf3:Er 4 FOR TYF!CAL r i tl St{ET TSJ 5 ) EX!ETL% MIN_ 2'r4` / MIN COX`, �.,, ` THREADFQRM TECHNOLOGY SHUTLFR 9SSEfdBLY, -.F WALL FINISH MCS ® is, D.C. MAX. PLtYl000 REQ'0: V!/ i/2' Min- PENETtLtT10N OF 2-?LOUNTYNG SEGIONS CAN BE —1J2' M,!F2. COX PLYV100D R£O'0. — WALL FlNi51i--� �REA7ED AREA FNFD FLYYJOOD COIdBtNED IN ANY YIAY TO f RTTAC PLTO Q-T r0 DE ®HV WALL SILL INSTALLATION '-PLYWO'O TO 2'X4" STUDS O 16' O.C. kACC REQ'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SULT ANY u15TA.LATtOR-. PLYWOOD TO PE ATTACHED TO SiU05 IN ACCORDANCE ACCORDANCE WITH BY Y✓ITH SECTION 25M OF THE F.E.C. SECTION 23D6 OF THE I{y WALL SILL INSTALLATION ♦SEE LFN AT1aNs of USE of ©NV WALL. SILL tNSTALIAT[ON F13.C. RAI)E 1A ON SHEET tit '°'•' FLORDA BUff1i1 0 CODE (lion High VeioGity Hurricane Zone .>#) y ®2077 TILTECO, INC.. 02017 F_0.5TERh METAL SUPPLY, INC. I BERT A HVTm AM ordion Shutter System J u t > A.S/SiA. KY HAM #t W/ OR W/0 KV.. WNDO Y MADE. American Shutter S erns N 1ESCRPFWN nni€ F1RA77 TIltJT TESTING & ENGINEERING COMPANY Y �_ Lc �Tq 055 KW. 36•Ji. %_ Ste, M; W1_,W GdNDENS, FLORIDA 33t AssOclation, Inc. t L716 'i5-O8a DATE 6tiE O7/27_ /,Pram : (305)87.1-1530 , Fur : (30S)071-1S31 4-268 Westroods Drive 2 -.('A' ``',. Vj"��c i e-mb3: DlteCa0ao6com /17 WDRAWING NO n 21 It ER-OOM710 est Palm Seach, FL 334407 3. av °jd g► t6 Ott Y WALTER A. L'71LUr Jr. P.E. 4. IDATE FLORIDA rc, .i 44167 S . SHE7— 1. O ET m WALL FINISH 1/4'4 TAPCON OR .}.; TAPCON WITH ADVANCED L - THREADFORN,, TECHNOLOGY . F W/ 1 1/2 min- PENETRATION OF THREADED AREA TO amING WOOD HEADER. N �» Z (SEE SCHEDULE ON SHEET 15) 1z r jt..-a! � 5 •� : (. �:7OPTIONAL J =U1 u 'EXISTING MIN EW 2'x4" EXISLV4G HEADER 72EQ'D GLASS MIN. SEPARATION TO GLASS I. (SEE SCHEDULE ON'SHEEr 11 1/4"0=204/4" S.5. 7" PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20. NUTS 0 12" D.D. a NV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR WP'r L SHUTTER ASS7:T.iBCy 2-MOUNTING SECHONS.CAN BE COMBWFD IN APO' WAY TO SUIT ANY INSTALLATKRL MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 1 IX15N4G G1155 4 1 WALL— T;� 1 lit_ FINISH/ - L2'x4" Cora_ L SILL:PLATE REV D. r ^y 1�4.P-LOX: t/4"® TAPCON OR 1" �H1LUF,S TR TAPCON WITH ADVANCED Um' MACHINE SC 1HRFADFOP.M TECHNOLOGY W/ 1/4"-2 W/ 1 1/2' Min- PENETRATION a 12- O.C- OF THREADED AREA TO TWISTING WOOD HEADER. (SEE SCHEDULE ON SKEET 15) .... ..,__...._._., Fso P.E. Mox. 4'XB" (Min.) POSTING WOOD SEW REQUIRED. STRUCTURAL sDEQU . OF EXISTING WOOD BEAM TO 6E CERTIFIED 13Y - RECISTERED- ENCINEER OR i ARCHITECT PRIM TO O-^ SHUTTER INSTALLATION. i 1%4 0 TAP_CON dR TAPCON WITH ADVANCED tHREADFORM TECHNoLOGY W/ 1 1/2' M1.0-, PENEZRATION OF THRU'OED AREA TO E70STiNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) . 1 L1 W nNG G• I i wt SFPmm-,orN TG QASS (� „SUFRI.E W45F-.�T 77 FTXi se err QR,2J M seTto mrr T AOL TO0ASS ( L �11a1SHEETD(6TIHG 71 FOR ELACE.a AAV GLASS\, 19E7:i 19 Fi11 ALTERNATE, ;ANCHOR ! LOCATION I/4'j (r1 + 7 ' Um 2'x67 MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) _ EDGE OF OELYC IF APPLICABLE i HEAD' a .... _ I 1/414 TAPCON OR TAPCON WITH ADVANCED THREADFORM_' L TECHNOLOGY W/ 1 1/2' Min- PENETRlTrON OF THREADED AREA TO EXISTING WOOD f{ERDER- (SEE SCTG-RULE ON SHEEP 15) OF USE FOR �Wr' HV FL00R INSTALLATION A2017 TILTECO. MC; n ZIILIIECO,ldc• TILLIT TESTING & ENGINEERING COMPANY 6355 N.W- 9911", St- Ste- 305, NVSR ilA GARD 'S. FILR44 33 Phane': (305)671-1530, Fox : (305)B7f-I53t r�r. e-mm1: W1n�aoLwm CYA�Pt` EB-0005%19. LL .. WALTER A. T♦ UT Jr, P.E. a1An 1017 /nary 'FLORIDA U7 1-44167 114X3/4' I' S.M.S. e U" O_C_ f or 13 or 15 ! OPEN lt(P..£ AT EACH STUD TO ACCEPT f •• 9/16 0 LAG SCREW 4� AT CENTER OF TUBE. i� EXISTING 1 y ( 70 ry GIASS_r TO o, 1 OR 1{�� MI Mersa U OR & JIOX3/4' HEX WASHER HEAD TEr, SCREWS 0 12' ox (IF APPLICABLE) EXGT94G 'WOOD TRUSSES OR RAFTER 0 24' D.C. REQUIRED �EXISTING SOFFIT 3/4" Mdx. 7HK x4"xlj(i' CONT. ALUM. TUBE (6063-76 ALLOY) W/ OAH/1fiTO .3 �ECRAFTERRORTRUSS 1 MIN, SEPARATION TO GLASS (SEE SCHEDULE I ON SHEET 11) I �a Er,Ls71,dGGLASS—1' LOCAWE ULG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2- Min. NOMINAL WIDTH) W/ 2' Mir, PENETRATION OF. THREADED AREA VALID FOR INSTALI-AMONS WITH 72ps1 MAX; A.S-D_ DESfON LOAD ANM 9'-d" MAX. SPAN- THS INSTAL' Ah014 IS ONLY VALID FOR WOOD W/ k4m. SPECIFIC GRAVTTY OF 0.50 AS DOUGLAS /� * nR OP. SOUTHERN PINE No. 2, OR 1 N OR EQUAL, REF r — CECK IF A,PPUCA13LE 1/40 TAPCON OR TAPCON WITH ADVANCED 2' ONTHREADFORM TECHNOLOGY W/ 1 1/2' IAn, 2" MIN- j PENEN24TWN OF THREADED AREA TO EXISTING WOOD HEADER- (SEE r SCHEDULE ON SHEET 15) vK HY WALK —OVER INSTALLATION A.S.S.A. Amerlcan Shutter Systems Assockmon, ina. 4268 Westroods Chive West PDtm Seoch,'FL 33407 2017 EASTERN METAL 2"A' MIN. WOO DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE noww" ■ riN n �I TM Accordion Shutter System KV_ WIDE #1 W/ OR W/G FLV WNDON APE I MW No 7-1.07 0C � 1J2• YIN. Ct1X r VWXY 1w.. (6D63-T6) ow. ALU4; CLOSER 1/3. W L PLATE Omx E AT EM":SY.E PiDc1/7 &Ms. Gib D,C. 0161Q�C.•5'VS _ \ C»@-®.C:. END CONNECTION DETaI .0 tr4• PDA END CONNECTION DETAIL (13' 2W YIN. tmo SI`JDS RE&D. a } i T i Y:L sawwK '/2• V a $2K 1 stu FOR Pl1M'aay. aiomQ& aA a END CONNECTION .DETAI L ZNf) CONNECTION DETAIL .12 END CONNECTION DETAIL 9, PLAN EA TAIL X . - /�. e 02017 TILTECO. WC. ,No 0, v� z !L ECOI �Nc. TILLIT TESTING do ENGINEERING COMPANY t 6355 N.W, 366,. SL. St, 306, Vfir 'A'GFRD-DS. FLOMA 33 .. 7 PhCM : (305)871-1530 ..Fax : (3M)871-1531 e-maD: t tewaaoLaom 18-0006718. WAITER A. TIWT Jr. PY- NATURE/DAFT FLORRA Um 1 a4167 ps YitL D slvns. A47iCpDiE) } i E grm MASS 1 i 1/2• 014. CDX - XK SfFNKTLN TO aL (s:E ftYRC�O. 1/2 g7,I Q St It Fw a EiDAM •Ui 1• [R 2• Ytx. IIQT .ala.E 00-U ((E061T4 titD•AJ.AT CL' �,T . (T) IIOaiJ2` S.Y.S. mDk (3 Abi:O t0 � AT I- RGQ, aN1 AT 1•(IaG1C AT Emm s¢ a any j I OR q� sEE D�wL x F . S^JE C6\T1EC71CN . c� � ••;r°��6'Q�syo, A.S.S.A. American Shutter Systems Assoclafton, Inc. 4268 Westroods Qviwe West Rolm Beach, FL 33407 END CONNECTION DETAIL • REYI m ONLY FDR 6PK5 C.' Ivz THAN t2'-C' ♦ SEE LIMITATION'S OF U� FOR BLAOE ON SLLEET 19 CODE (Hon High Velocity Hurricane Zgni © 2017 EASTERN METAL SUPPLY, MC. BERTHA HVTM Accordion Shutter System H.V. RAM #1 W/.CR W/O FLY WINDOW IKADE V. NJ DESCN)PININ DUE DRAWN 8t'. LC 1 OLD 15-095 7/97%.i Mi - n7/97717 3 DRAWING No 4 17-107 5 SHEET ®r s M''T�l43 N M. EA EhD rl MAX. 5 VINDOY� .ALLOWED AT HV m WINDOW BLADE@ a: s SEE END ' CONNECTION ! DETAILS ON SHEETS !f 10 & to rrP� FULL HEIGHT - N far] 1 IM PLAN ^(SEE PLAN FOR REQUIREMENTS) C/ TYP TOP & BOTTOM —_---- EXISING GLASS ELEVATION -- — ------------ _ -- � ' TYP. IS/M(Z O gV 4 RMAT i l ti > ` f W/O� (SEE NOTE 4 ABOVE) - PLAN w I2--att'-C6) -07) TAN. SEPARMoN TD GLASS '•SEE SCHEDULE ON SHEET It FOR SADEQ7 - AND ON THIS STET ICR SIAM Qk --------------- V, = 02017 TILT£CO, INC_ � G s .+ 1 IL ECO>,Nc. TILUT TESTING & ENGINEERING COMPANY e ��Ls, '•. r iXLSIT` +1A+G} i s3s5 um. 36eh. SL. Su. M. SMGM C.4RDENs5 r opmA 33 o y r1F Ph',ii : (305)871-1536 . fat : C3Qs;671—f537 '+•f•}•�••p•••t• • kr` a -mot: i9tecoOac.cwn rr r• ES—GOD6719 t. a V ��".eS�`+1'fAL �4 rr WALTER A TILUT Jr. P.E. .a,e rta FLORIDA tic. rt4'16I P.E. SEAUSIGNATURFMATF 1, YAX, A.S.O. DESIGN PRESSURE RATING- +11Q, - 11Q psf. 7 MAX. SHUTTER SPAN: 96' I ALLDWED MOUNTINGS: A. D. G & H ON SHEETS B. 7- AS WELL At MQUNBNGS M, 0. T, U &. W ON SHEETS 16 & 17, 24. ONLY CENMWATES 1E D��Tr�(yt (SOOT W/ 4 GR 2@) ARE ALLOWED WTfH 6(2�h LAYOUT. MU5T' BE �IJDEDD ONLYOR OAT VI IAYOR OUT� IN CASE JOF ACCESS SIDE OF OPP0�ING HV WINDOW BLADE 1@jf SHALL ONLY ALLOW A MAXIMUM Of 5 OPENINGS. WO HOLES) FOR 6PER'6UDE AT SPACINGS SHOWN ON SHEET 4. (8) MW. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OFANT' 310 HOLE fO SHALL BE 121. (C) FIRST OR LA BLADE CChUNG .OUT FROM STARTERS AT E+IDS HAY BE HV WINDOW BLADE 1 (0) HV WINDOW BLADE i® MUST BE USED ALTERNATE TO A SOLI] HV MADE(SD T"FMoGIOUT SHUTTER'S WIDTH. (MATES SHALL ALWAYS BE INSTALLED AD ACLTA )D A SOLID HV 1 AT.ETHER SIDE OF THiE7L (F) POLYCARBONA?E HV WINDOW ® SHALL BE INSTALLED SO TtK TABS FACE THE TMTEROR.Of' THE OPENING BEING PROTECTED. HV WWMwW & MUST 8e ONLY INSTALLED MID LOCKETS USING A Hy SETTING .TDOL PRovom BY ASSA. INC-, 6_ SEE ANCHOR SPACING 'SCHEDULE FOR INSTAUATIONS Mf0 WOOD FRAME BUILDINGS ON SHEET 15. AS UMNED BY SPAN AND DESIGN LOAD (SEE NOTES- 1 & 2 A8010 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS. INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS MMNEO BY SPAN AND DESIGN LOAD (SEE NOTES i & 2 ASGVE). 8. MU.TMI M SEPARATION TO GLASS SCHEDULE, PER ASDS E-1996. WIND ZONE MMIMUM SEPARATION TO GLASS 1 THRO 3 1" < 6.25' ttww � zT parr 1 AsSuSnA. American Shatter Systems Association, Inc. 4268 Westroads Drive West Polm $each, FL 33407 2017 EASTERN METAL SUPPLY+ INC. Accordion Shutter System Ity MADE #1 W/ OR W/O H.Y. WMM TRAM AWING No 17-107 112-x 0.035" THICK. = n Mi A-653 GRADE 4a VARIES -60 GALV. STEE STUDS AT 16' D.C. WI k z 0.035' 11'DCIC 6Sr 1 43G 43a lEF1. TRACK L•itA.U,'EEf- I ® 6" O.C. 0 6' O.C. RADE 40 Vim 60 1 i i ,7ENE6 TO SRIDS `£XtST1NG r MCSCREWS-OH i FINISH 7"AS iEFXR FACE APPLICABLE , EXISTING CLASS—ti MIN. SEPARARON TO GLASS (SEE SCHEDULE)" 1 3/4'. 6 1/4'z 0.035'. THICK Arm. i EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL.; CAS APPLICABLE ASTM A-653 GRADE 40'W,. G-60 , GALVAHBED FASTENED TO STUDS i W/ (2) d6z1/2' TEK SCREWS ON ; 43c 43a INTERIOR & EXTERIOR FACE' O.0t P. 6' D.C. 2 \ :, GENERPLL A ONS AND CONDITIONS 'OF USE FOR BERTHA I HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.St). DESIGN PRESSURE RATING_ 4-75, - 75 (psf) 2. MAX. SHUTTER 'SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET.. 4. ONLY ENTERMATE. 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT. USE D (2) 35 (6" LONG, MINIMUM) MUST ALWAYS 13E INCLUDED AT-XfEt2IQR-'OR INTERIOR ACCESS SI15E OF CENTERMATE. - *� BLADE SLACK DETAIL HVF IS ALSO VALID FOR. CENTERMATE @ APPLICATION WITH BLADE 1O 5"x i 1/2.9 0.035- THICK Wn. ASIM A- 03 GRADE 40 2, .tam "' 0 6" O.C. kin. L STUDS S AT STEEL 6TETP.L STUDS AT 16' O-C- L.• �. MS WALL HEADER SILL INSTALLATION 1 LEXiSTING GLASS — — — — — — — — — — — — — — — - ...,.. _.••, I....... .:,., , _ .-; . , SYMMETRYCAL "' .::., ...-: 1 ...,,....• SYMMETRYCAL t CENTERMATES W/ . t ' ' . ° CENT6RMATES W/'' �::FXTFRIOR _ err.F�s SI�F"�-i a'i. !..� ,`•lA1TE'D!/1D AT!`[CC 1/4. (Cont.) 1/2' HVB 1 P.E. (5" Min.) Min.) �. 62017 793ECO, TNC. J IL EGOINc_ TILUT TESTING & ENGINEERING COMPANY ' d : AtCO 055 N.W. 35th.. $t_ Sta. W.% MRGWk GARDEI•i5, FIaFlQk 33 0 Phcrre : (3O5)871-}530 . Fox : (30S)871-1531 a-mmU: tBtw,,VooIxom E8-DO06719' .4 tk WALTER A Jr. P.E. ;a" DATE TR1J7 FLORIDA LTC. f'44167 -� 2.000' Mo� s- 1 m,bp. 3a t.f4so NOMINAL AUUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE a 1 3.000, MINIMUM =1996 �RATIOU rWiNIDZONE 3. �^ 4 4" VG FINISH AS APPLICABLE TOPS& BOTTOM) MIN. SE4'ARATION (SEE HE TO GLASS sG s D1J1 J E) Elkwo 6 1/2- LIM SLACK A.S.S.AK American Shutter Systems Association; Inc. 4268 Westroods Drive West Palm Beach, FL 33407 I Max, 43c II ENGTH + .I" 43 1 A"0-20W BOLT MUST PENETRATE 43c I- -'-1.373' i `1/4"C-20 THREADS 43c 1 f 4"0 ELCO CONSTRUCTION PRODUCTS FAS—LOK FED COMPONENTS SCALE 3/8"=' 1" 1 1 3/4'x 6 1/4`x 0.035' THICK JF Min,rONi'_ rAW. STEEL TRACK CmgNE4. /ASTI4 Ar653 GRADE 40 Ld'm. G=60 GALVAN;ZED FASTENED TO STUDS' TJ W/ (2) #'60/2" TEK SCREWS ON LYTERUOR & EXTERIOR FACE I LOC;hE AT 12 NJ HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTD Accordion Shutter System RV. BLADE #1 W/ OR W/O KY. WMW > WM Y.. NC DESCRI4TION DATE- DWlVd1 BY: LC. T OLD 15-085 7/27/1 DATE 07/27/17 s DRAWING No 4 17-107 s SHEET 6 'in Ar On