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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WT..WA DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DE -SIGN PRESSURE RATINGS CATED ON -SHEETS 11 THRU IS. 79 & 20. IN ORDER TO VERIFY THE ABOVE CONDEDON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE. 7-T0. SHALL BE FlIZsi REDUCED TO AS.0. DESIGN WIND LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE Y!/ MAX. (AS:D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU T5, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED, A 33 PL INCREASE IN ALLOWABLE ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD--1:60 WAS USED FOR VERIFICATION OFFASTENERSIN WOOD. STRESS FOR WIND LOADS WAS ;;NQj USED IN THEIR BERTHA H.V. ACCORDION SHUTTER SYSTEM'S .ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS. -NV BEADS (D #02174.01-03, #071S.01-03, j1aD4.GT-D5, #1214_01-05, #0317.02-06. #0609.01-10 AND 50210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS A ASTM £-1886 AND E-19D6 STANDARDS (MISSILE LEVEL 0; WIND ZONES 1, 2 & 3),& '11226.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MtSSILF- -HV.-WINDOW BLADE d 1(0505.01-0B AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0795.01-58. AS PER TAS 202 PROTOCOL. 2, HV SLADE&AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK. IN UNISON WAIN EACH OTHER UNDERTHE CENERAL UMITATIONS 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 #14XZ75' AND #14x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS YATFf T35.0 155i YIELD STRENGTH .AND 180 Ics1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHI(]D COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPtJCATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE ITV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE AWMINl1A4 ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND S. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.o ksi AND 35-7 ksi FOR FALL AL 5. ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN SOOTS WITH ksi }dIN. YIELD STRENGTH 40 ksT .MIN TENSILE _STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.32,4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD 'STRENGTH. 7- SEE THE FOLLOWING SHEET$ FOR ANCHOR SPECIFICATIONS: HV BLADE 1D _ 12,13.14,15 AND 20 HV BLADE (D & a WORKING IN UNISON: 12. 13 & 15 8, THIS BERTHA N.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 n5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. .9. IT SHALL BE THE RESPONSIOII.ITY.OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR. TO SEAL/CAULx ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THP.0 FASTENING IN CONTINUOUS .CONTACT WITH THE BUILDING TO PREVENT 117ND/RAIN INTRUSION_ 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. CENTEIZMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS_ 7TONANi; OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD LU 17. SHUTTER MANUFACTURERS 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 OPEMNG. LASE IN43 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. (0) THIS P:E.D.. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE FLED. (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 SITE IS THE CONTRACTORS RESPONSIBILITY. (C) IN$ P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RETARD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL. P.E.D_ SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE SCANNED BY St. Lucie County P.E. ENGINEER OF RECORD THAT PREPARED IT. 'el �. m 02017 TILTECO, INC. a IILIECOmc. Ap ?, 6G L 6p TILLIT TESTING & ENGINEERING COMPANY • t 6356 II.W. 36 SL, S4, 34s, VIR6 1A CAIM-ENS. HO@('A 33' p Phone : (305)B71-1530 Fox : (305)871-1531 pT a-mmT: tr7tec ft,,.c 1 g ITT EB-MO6719 V�19TiI. b �Pr WALTER A TILLrr Jr_ P.E. i�'QY•I,C1Gd'.tfl°171RC /f1ATC FLORIDA 6j 44167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1.-20 SHEET .2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL 1VINMV BLADE & WINDOW DETAIL AREA 2• HV KADE (1) AND T4< l WINDOW StAx (WHERE APPLIMLe:) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 8 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END. CONNECTION OETAJLS 1-6; CONCRETE/BLOCK SHEET io 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 SHEET 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 BADE n ON Y INSTALLATION DETAIfS. METAL STUD YJALLS SHEET 20 SCANNED St. Lu BY THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrodds Drive West Palm Beach, FL 33407 02017 EASTERf BER1 Accordion H.V. BLADE #1 W/ OR I Y Na OESCRTPDon 1 OLD 15-o/i5 -METAL SUPPLY, INC. AWING No 17-107 wx xamoa s.+�,Qi a a [i 5$-�o`r OL454' o Inv auuu tlL®tTF�V UNIVERSAL FLOATER UNDER US PATENT %W58179 l+iNDOW B pE* QUALIFIED SOTS At10Y ANDVTEA,APER� 7NS-'P`—OSEOF BLADE IA ON SHEET 19 6083-T6 ALLOY AND TEMPER 46 HV ADJ. FLOOR T CK QUALIFIED FOR USE W/ HV BLADE (jn 6063-TS ALLOY AND TEMPER A� /V f4V C£1LtNG HEADER QUrtUFIED FOR USE W/ HV SLADE(1 ;ONLY, SEE SECTIONS FOR VA.I.IDFiY: 6063-T6 ALLOY AND TEMPER -r[ IS1.. 6�A1 Y NfV, t s f:§ S DE ANGLES QUALIFIED FOR USE W/ HV BLADE C7 6063-T6 ALLOY AND TEMPER 5.226" 1.500" 085" (TYP.). n! a.847" 1 i HV ADJ ADAPTER W/UP QUALIFIED FOR USE 61/ HV BLADE d 6063-T6 ALLOY AND TEMPER (HV HEADER/SILL QUALIFIE66R6SL033TN HV BLADE AN P? ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (J) ONLY, 6063=T6 ALLOY AND TEMPER ,04 HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE6063-T6 ALLOY A D TEMPER 'HV WALK —OVER TRACK QUALIFIED FOR USE Yff HV BLADE IT, 6063-T6 ALLOY AV0 TEMPER COMPONENT k T2 2" 5" MAXI 1/8` 1/8" a 2' 5' MAX.11 0.192' i 0.492" I i 2 S^ - 7" MAX.1 0.190< 1 0:180" 2" 5" VAX.` 0.139" 10.131' 02017 DLTCCO, INC. �IL ECON. TILLIT TESTING & ENGINEERING.. COMPANY + 1Ty 6a '+ KiA74f C jAA= 6355 KW. 3611L SL,, Ste. 3%, MROM GMV11cm FLOWA 33 Phone : (305)87i-1530 . Fox : (305)871-1531 a-maa: tEteeaQaal=M E9-OD85719 WALTER A, TRDr Jr. P.E. I FLORIDA Lk. $ 44167 6063-T6 ( 9.HV TRENCH TRACK '� QUALIFIED FOR USE W/ HV BLADE '1 ONLY_ 6063-T6 ALLOY.AND TEMPER i41 HD WALL HEADER/SILL QUALIFIED FOR USE 4f/ HV BLADE r-11ONLY. 6063-176 ALLOY ANO TEMPER a X. Y t r< 2' yiy 2' i0.725" 3' i X CORNER POSTS QUALIFIED FOR USE W/ HV BLADEII7 6063-T6 ALLOY AND TEMPER, A.S.S.A. American Shutter Systems Association, (no. 4268 Westroads Drive West Palm Beach, FL 33407 AND TEMPER Ron High Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. MADE #1 VJ/ OR W/O H.V. WN M/ MADE AWING No 17-107 i v ONLY `�2 HV FLOATING G E T �` QUAtl6ED FOR USE W/ HV BLADE 11& t,7f�T, ONLY 6063-TS ALLOY AND TEMPER HV CCiRNER CENTERMATE QUALIFIED FOR USE IN/ HV BLADE QNLY 6063-T6 ALLOY AND TEMPER (2 i Zs D' m I z 75i FM1fuN 97' FRONT ELEVATION " : HV MALE " CK LOCENTEf?MATE 4-566" LOCKER FORTLOCK CENTERMATE QUALH FOR USE W/ HV BLADE�ONLY 29 HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(TjONLY fi063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(f)ONLY 6063-T6 ALLOY AND'TEMPePJ 3 1) D CE' QUALIFIED (SEE �zl 6063-T6 ALLOY AND TEMPER LOCKING ROD Z.� fir' QUALIFIED FOR USE W/ HV Bi. 6E 1 6063-TS ALLOY AN 140M ul a N5TA1dLA-TfC3Wtt'EQU}RE A 7/1$" HOLE .ILLED AT TRACKS FOR PROPER EMBEDMENT (nI "7ED;DRj"'HV BLADE ••-ET9 • �'' o P.E O'SEtIL0fStdAi2'JRr''inArF '�:3)HD CENTFRMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1 �&., 6063-T6 ALLOY RAND TEMPER v t1/2' i HV 1/4" 0-20 AISI 304 EItiES S.S. THUML3SCREM QUALIFIED FOR USE -'N/ HV BLADE fj 3'20-,7 TILTECO, INC_ I L E C 0 ..c. TILUT TESTING & ENGINEERING COMPANY 8355 N.W.'WS - SL. S'de. 5, "PMLIA CN2DENS. PWROA 33 Phase : (3O5)871 1530 . Fax : (305)871-1531 e-mok Eltewstol.� E9-0006719 WAL TER A. Tt(UT .b. P.E. FLORIDA Lie. # 44107 I BAKED PAINTED '/v -Fv--• - THREA0E0 I r-ME CAST -.f HMASM ENUAEL- - - 3 BAKED PANTED M . arI EGRESS TORN KNOB. BRASS CYGNDER BRASSt- ETPLK�(COlE(CHO4E -JAiD)PLATO) I HV -LOCK HV EGRESS L K DA'EqFIED FOR &SE W/ HV QUALIFIED FOR-tJSE'*W/ HV ;321• a a _ 0 n r � m ,.822^+^+ 4 HV "T" LOCK QUALIFIED FOR USE W/HV BLADE•? ONLY_ .360' AFTER RNEi1ND "9-20 x 3/4" BEFORE RIV riNG THUMBSCREW 1 /470-20 RIVNUT* SERIES- 84" AUR.9NUM (2024-T3 AJJAY) LARGE FLANGE THIN SHEET NUT$ERT,. PART',. 0820• AS -MANUFACTURED BY AVOEL CHERRY TEMORN, PARSIPPERY• NEW 1 x.0-" 07054 0R EQWJ_ HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE0 ONLY. M. xa 0.8757 Min. 1 .125' max. R HEY LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 .HOOK SOLT LOCK. QUALIFIED FOR USE W/ HV BLADE& 1A-, FLORIDA BUILDING CODE (Mon Nigh Velocity Hurricane 02017 EASTERN HETAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West PalrTi Beach, FL 33407 —�M=w agA "VTM Accordion Shutter System RV BLADE #1 W/ OR W/0 RV. MMW UNX AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV (� HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON. BUSHING ® F4V SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AiSI 302-303 SERIES 0,870 z3/16- THICK NYLON WHEEL- 0:188"0 NEI 302 SERIES SS, RIVETS HV 1 3/4" ACCORDION PIN W/ #6 HEAD * HV 2 3/4" ACCORDION PIN W/ 7#8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1� O U 1 F(DOR ([b i A r• l EXTERIORf 1 , 1 W : 41. I _ 1 1�OR ® ��� i t5 or of '; ni 'f Li r QEETs) 7IRRMENd OR ¢'¢ QOR � Qa (1) 1-iV PIN SHALL ALWAYS BE USED AT ALL EXTERIORS L�3' clww BOTTOM KNUCKLES OF HV ACCORDION SYSTEMW/ HV (D OR wu HV 13 BLADE. TYPICAL SHUTTER ASSEMBLY P1.T.5. (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wj HV tO 20.324' 1 BLADE WHEN CORRESPONDING TO INSTALLATION "'I1 ", SHEET 7. (3) HV PIN @ OR ®W/ 1j2" O.D. 1/16" THICK S.S. WASHER rrP. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> g25 SHEET WHEEL CARRIAGE DETAIL NFL IS HV PIN 4,2 OR AT EXTERIOR BLADE'S KNUCKLE - (SEE NOTE * FOR REQUIREMENTS) N EMBLY LAYOUT M.V VsS': _ E, s,% " 5'% Q2017 TQTECO. WC. = 4 TfLLIT TESTING &ENGINEERING COMPANY v, ''•. iil .Ie'�pt�: '>.' R'� . 6355 MW. -Milk St- SIP.'05, tiRliNL{ CkRDENS. FLORMA 33 j�9 V PNore : (3115)a71-1530 . Fox : (305)971-1531 t{ a -mat Gitew®?oi.c m �01At tie Eg-0006719 ....... WALTER A'TiLUT Jr. P.E. P.E. SEAL/SIGNATURE/DA?E FLORIDA uc j 44167 U EXTERIOR WINDOW E C POLYCARBONATE SOURCES FOR 44 APPLICABLE rga- 1YPIrA1 FTtOPERrS FSTAFAbQi8 W,.Fx zrEcE SPMRC MA4Tr%Slrf9i2 Ug4y4Fl3rpI m TEUME HED SA3Dl D639 9.4C0 p/.s2ii. F1F]aJRAL S1Ra.G1N :EASM wea 12,5D0 p.v, 4C0pp aLAr 3 RLXCRPL MOWWS ASlM a7S0 3bxw W' 314.S CCO Psi MTCH RCD ASlM. 0256 � Qwtgin 1e Ff-&ln 17 R-`W%,n WXCM DaISIN ASrU 02M43 472 S 645 R MAX RAGE 0-r eUWIN ASTM Ob35 C-t GLASS F1 CLASS SUF ICfdiON ASIM D1929 104D F ee0 T NFxrHFmy ASf61 OISS TE2ZLE SP7.'GTN A'TEH-'vmkniE ASltt R39 9302 Psi- EMib Ta15t1.E SR ' £ffFCRE PtEAT1G53:G ASTN b39 D4M1 a.=i eMMO esi Qm%SwSwAn American Shutter Systems Association, Inc. 4-268 Westroads Drive West Palm Beach, FL 33407 Mon High Velocity Hurricane ®2017 EASTERN METAL SUPPLY, INC. a�www nsA ■nwT61 Accordion Shutter System H.V. MM E #1 W/ OR W/o H.V. Yt MW FADE AWING NO 1.7-107 11 �.�'�L� Y N S T D �'�+`1�L L "";3+�0e� ��1�/Etl7i•�ii �1�1•!f• ii�ie:■ii�i>�iii■tiir•:iiiiiiitiiiiii�il����iiiiii�i�■;�iiiiii%i� NNECTION AILS ON .EIS 10 tt TYP. FULL n GHT. -ur:etwno tt,on N.T.S. $oaf 0 +csa 1D+@ai©+tiJ' i�+3,CR +17i + (6)+ 7}+@., IR'.#f1 I5!If 11 1+@W,S 9.�. *NOTES ON HV LOCKS AND CENTER TES .1. WIDATORY CONDITION # - ONE HV LOCK IS or g SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR T2` ABOVE Oil BEJ,�OLY jj2. OF SHUT(£R SpA,4 FOR SPANS UP TO 105'-, AND FOR INSTALLATONS AT ANY L7ElIATK)N.. HV LOCK i or 2 NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO /Jl OR 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, , IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS - OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES LO � SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCgT10N OF LOCKS SHALL BE AS INDICATED ON -TYPICAL SHUTTER ELEVATION, srt.. ,a uaeu w/ Irro 11 vys; LOCKING R005 ARE NOT REQUIRED AT HURRICANE POSITION, BUT -MAY - 2S BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS '� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i - ONE HV LOCK 0 or 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. KV LOCK II or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACAT TOP D&TBOTOMCSHALL BRNER ENUSEED TLOC 71(2) 1OF4 LOCK SHALL BE AS INDICATED ONNG FLAT HEAD .S. US TWO TYPICAL SHUT -TER LOCKING NELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • � .� n, nx11 Lh VAIIVN. ALILKNAIL LOCK 2�8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3j4" S.S. THUMBSCREW TO @jt OR. ® CENiMiATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL 13E USED AT 1/2- OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER .SPAN. 6. MANDATORY CONDT110N I&EM KEYSTONE MIMING INCTAI I I ONE HV LOCK (8 or 6' or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO g6', AND FOR. INSTALLATIONS AT ANY ELEVATON. FRL LOCK 0 or @ or - MAY BE uI AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q' or a 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 W/ OR % TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER *MOTES ON NV ! .LOCKS AND CENTERMATES. CENTERMATE I- SECOND TO AANDATORY CONDITION #I VAI In ONLY FOR HV i ocK 0.4D GE MATE$ 6�aN ONE ALTERNATE HV i" LOCK, � MAY BE. I A7Irn IN UEU OF HV LOCKS 4/ OR FOR ANY SPAN AND I STALLATIOIV AT ANY ELEVATION. AL TE LOCK AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCWG LOCKER AS SHOWN ON SECTION HVG, SHEET .g, WHICH MUST BE CONNECTED TO CENTERMATES II AND '�gO W/ 1/4'0-20 `x 1 1/2" LONG S.S.. THREADED BOLT W/ 7/8.`0 x 3/32" IMNGNUT OR W/ 1/4"0-20x7' SS.M:S, INTO A 1/4'0x .511 R€VNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MID$PAN. USE OF TW➢ LOCKING RODS t.O TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS 8E CENTERMATES: 1. HD L9Z f11 RD- -� - ONE ALTERNATE HO .LOCK 30 MAYBE USED IN LIEU OF HV LOCKS 24 OR=19 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK Ig MAY BE USED AS AN INSIDE OR OUTsRk LOCK. ATTACHMENT OF ITC 'LOCK a� TO 41o3 IS W/ 3 #8 x 3/8' F.H. S.S-M-S„ AND INCLUDES REWFORCELTNT INSERT AS SHOWN ON SECTIONS HD8-HV9 AND HDC-HVC, SHEET 10. LACK MAY BE INSTALLED AT MIDSPAN OR I2` MAXIMUM BELOW OR ABOVEMIDSPAIY. USE OF LOOKING RODS � IS COMPLETELY OPTIONAL. 1+ �' "' 11•. '° Q e2017 TILTEM, INC. 6 7 TILLTT TESTING & ENGINEERING. COMPANY rJ •,� ..•• 3' 6755 x.w. sa. sL, st. aos, hswwn rsFoals. FL6aSA 33 Fhone : (305)87T-1830 , Fo+ : (305)871-1531 ...... •` to@� a—moil00: tlteeot9v xam rv+}f�� £ I ES-o6719 :3 L6 re2;,Lt WALTER AILLR Jr. P.E. P.E. SEAL7SIC,`ffXTURF/DATE FLORID Lie. $ 44167 A.S.ssA. American Shutter Systems Association, Inc. 4268 Westroatls Drive West Palm Beach, FL 33407 02017 EASTERN METAL .SUPPLY, INC. eaft" ■ ■-Ern ➢Fi r TM Accordion Shutter Si N.V. RAM #1 W/ oR W/u KV w Mm� `` uw is -woo ,O7/27/1 oaT[: 07/27/17 DR{AWING IN 11 CONCRETE ANCHORS (SEE. SCHEDULE ON SHEET 13) ffRxwW19 X HY WALL HEADER INSTALLATION TO ZASS M %ti3K9E IN SHEET 11 I MAW tDAM 0H SHEET 19 FW te t E. D*w R 11 I —JL-IL— Is It '--CGNCRE7E ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED ,(!Q/ BY WALL SILL.. INSTALLATION POURED r---CONCRETE ANCHORS CONCRETE— (SEE SCHEDULE 0,1 REQUIRED SHEET 13) EMORE (SEE PAOIJ?47M(g)ON SHEET 7) 1/40-2Gx3/4-" S.S. ED MACHINE SCREWS USING 1/4'-20 NUTS 0 12* O.C- i T 3 OR n x. OPTIONAL OR MIN. SEPARATION TO GLASS (SEESCHEDULE ON SHEET 11) EXISTING GLASS-4 I rIv HV WALL 14EARER INSTALLAT ION + KEYSTONE NIAN- SEPARATION To CLASS, �(SEE SCHEDULE ON SHEET 11 EXISTING OPTIONAL E.C.- 4. D 112P NOTE POE COMBINATION PE 7 rFCOONS: I- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. = EDGE DISTANCE 2- MOUNTING SECTIONS CAN 7B1Ef:M:MED (SEE SPECIFICATIONS ON SHEET 13) U 81 IN ANY WAY TO SUIT ANY IKr,;TALLATIOtE1R )..E /4" Mox. opt 61-'EN. p ,CHINE SCREWS USING 1/4"-20 NUTS 0 12' O.C- UONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) BLOCK HV WALL SILL INSTALLATION SEE LIMITATIONS OF USE FOR MADE (& ON SHEET 19 02017 TILTECO. INC. TILLIT TESTING 4 ENGINEERING COMPANY Cw 6355 N.W. 36th, 5L. Ste. 305, VRMW GARDEh'; FLOR" 33 Phone (305)871-1530 . Fox : (305)87t-1531 e—mog: VitecoZloolcom ES-00015719 WALTER A. -nLUT Jr. P.E- )V InATE' FLORIDA Lic. f 44167 POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4"0-20X3/4- S.S. MACHINE SCREWS W/ Ile-20 NUTS 0 12' OLC, - I' @ UR 05 Max. MIN. SEPARATION TO GLASS ;EE SCf-EDOLE ON SHEET 1 ,�q)JLV WALL HEADER INSTALLATION MIN. sEpAmkmaN TO CLASS (SEE SCHEDULE ON SHEET I f .1 , * [" 7 � g i TILT �t OPTIONAL /4 Mom. OR @ I.A' t Ts LLEO CONCRETE ANCHORS 1/4'0-20Z/4- S.S. PHILLIPS 'L-(SF9 SCHEDULE ON TRUSS HEAD MACHINE SCREWS POURED COINCRETE--�' SHEET 13) W/ 1/4"-20 NUTS @ 12- D-C. OR CONCRETE BLOCK REQUIRED (E)HV WALL SILL INSTALLATION INSTALLATION DETAILS WZ Tj HV BLADE AsSwSwAn American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 L92017 EASTERN IAETAL SUPPLY, INC- BE THA H-�IVTM Accordion Shutter System RV. MPZE #1 W1 OR W/O KV. WMM S-ACE 1 .1 OLD 151-08, _�9�-fj/27/�JDATE.- O�� IDRAWING No 1 4 1 POURED CONCRETE ANCHORS CONCRETE �— (SEE SCHEDULE ON SHEET 73) REQUIRED .i SC 1 EDGE IF , SLAB a 0 APPLICABLE IXGLASS r E GV551 A t :.vml x 1 1, ' i I 1 1 11 OR. 13 OR 15 n n � i Lai TO (� Sp MADE _.j SCHEOtEE a+ szEr rt -raefr 19 FOIRnR ON FLR - 81ADbQ6' L QV 5!$I' llyvy�=r EXISTINGr GLASS T 10 Y r,.11 S " L : t i y14x3/4 _. HEX HEAD__.I :TE1S SCREWS 0. 9' O C. - 'OR 1/4-0-20 S.S. MS VY/NU•09'O.0 s j t 7j8 ' 7 7/. IN 3 OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) c J� HV RAINGUARD INSTALLATION FOR COMBINATION OF SFMn- I T Z d r.-? E. D :=EF 4 FOR TYPICAL SHUTTER 9CTLONS CAN BE COMB)t r EDGE OF- S[AS IF APPLICABLE EXISTING GLASS ---`1T1 OR (0# i 1 f /'' TffIOFK S3/4'ORE HEX WASHER HEAD 3/b`i wN. j TD( RETEV?S * RS 3/e'1 ratrt !/ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E , 1 f EDGE OF .f SUB IF i I APPLICABLE� POURED I CONIc TE- J (R; HV FLOOR INSTALLATION t r r f i Y:eL SEPMIliION ! 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L`. 7OURLD CONCRETE >•• REODNEO O KEYSTONE MOUNTING INSTALLATION WUM AS-D_ DE9GN PRESSURE-+a+,_72 IM uAXluuel sE7urTm sP.w e-a' . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon, 02017 EASTERN MEYAL..SUPPLY, INC. BERTHA HVTW A■ S Shutter Sterns American H.Y. BLA)E #1 W/ OR W/O ITV. 1M1 NW# IAADE System EV. N DESCRIPTION DATE DRAWN an. L.C. Assaciatieo, Inc. I ALA 15-pB5 7/27/7 DATF- 07/27/17 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING Np 17-107 5 n.. OUT RT- r IN r / —EXISTING C i 2"x2'x,/810'-2" S063—T6 ALLOYj µ,1p,{, i —, ®ca�9 �:(•�Gx,9+ �. 'A'/(2) T/4"0 TAPCOV NCHO1tS TO CONCR-ETE I 1/2• r' (TOP/SoTram; & Ix1/2- S.M.S. TO TUSE ii AT EACH .ANGLE. (TIP) I I !' i It �-- 410x3/A^ S.M.S. 0 12- f) O C, FULL LENGHT. A I— t 1G( /Ilg-&(qOR &0 +Q«��O�O�+,g EXTSTIFIC\ 5+@°xQ+`'.VlOR} c+,�� MIN. 'SEPARATION', ea r �. 'ivy ToGL455 (SEE 'SCHEDULE 1, r IN OPTIONAL L ON SHEET 11) (INTERIOR) OUT HVA P.E. OUT .( [� S_E NOTES ON LOOKING RODS 3® . HV LOCKS ® ru ;ASS INSTALLATIONS W I HV AND ALTERNATE W LOCK ® ON SHmEr 5. BLADE W HV CENTE�ATES ** CENTTmA�" PPLrAw wrA��°QLL LxTsrrac crass SEE END WALL C—ONNcCIL i DETAILS ON SHEETS 10 & -----------------------L------------ 3 1/4- 7" 7" CENTER SYMMETRYCAL CENTERMATES { CENTERMATES W� HV LOCK 4 0_ — --- — MIN. SEPARATION �Vj BY LOCK 24 or 6 TO GLASS (SEE SCHEDULE 3rj % 1iV f_S "f}—I 3. / ON SHEET 11) 0 (EXTEIRI(ORY L HVB OUT @Y?ICY �" C� O O O�j�O' HVC"� ( " � fi + 7 �" 8 10 3 ��"' ^""-= ` � ,--POURED CONCRETE OR G1AS�S CONCRETE BLOCK WALL REOu tD SYMMETRICAL -- *---—O7 ©��+0.®� — — — CENTERMATES (N �� ® & ( MIN. GLASS ( I W f kV LOCK 26* ' OPTIONAL 5 + � t + 8 � $ + (SEES GLASS —�� (INTERIOR) 4+ ©G1 Q+ �a�, 9 + � Ort SHEET IT) ? - i — -- � CONCRETE i ANCHORS a j C 16- O.C. --ifI.3 VARIES I r OUT L 6 1 /2" MAX. SLACK HVE HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone %2017 TILTECO, INC.. m 2017 EASTERN k1Er'AL SUPPLY, INC. e �—.--_ � � � BERTHA HVTM E c a >'��. A Accordion Shutter System ■ ! ■ ■ KV. HLADE #1 w/ OR W/O H.V. WNDOW RACE TILLIT TESTING & ENGINEERING COMPANY American Shuffer Sysfems F4, DEscaaprroN DATE aaAler 6y. L.C. 1ss55 11.w. 3mn. s., 'sre. 3G5, vua^uaa cavos+s. F1.c,tsln 331AssOCIaNOn, Inc. 9LD is—C85 7/27/1GATE: 07/27/17 FhO" : (305)871—:153D , FOR: (505)871-1531 4268 Westroads Drive a-R E OOD69oelsom West Palm Beach, FL 33407 DRAWING No Ee ITUITJ 17-107 WELTER A 'TILL{( Jr. P.E. TC FLORIDA Uc. 9 44167 ouT )� * SEE NOTE 5 FOR HV LOCK@ , -r LOCK. ON SHEET 5, t SERIES sow ALUUW 2024-73 ALLOT) LARGE FLAME ION SHEEP-NUTSERT. pm f OWA As MMUFACTURED BY AMNL CHUM ORN. FARSL-FEHY, ryEW JEREEr D7054"OR EOUA iNf, ,ti,/r EwsnNG «� ;! BLADE QSLADK DETAP_ HW. WOL-ATED ON SHEET 6. O (�,., ^'® AS WELL AS NNNETIS\L FLOAT= BLAOE 0 OETA.,L HM-HVD . LN= nD ON THIS SHEET. MAY BE USED LMTH THJS AL7ER'M 10+.9-0.O-1 — - nL4- llON OEraL NYG•.SHOTb'N IN THM SHEET- w L—._—_— _.—_— .—____—_ ivu LETG iT.----------_- S: i Ame /Tmemci rl FIRS flop-) S 30 HV "T" LOCK (OUTSIDE) .E. k 3' w RUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"Y x 3/32" WINGNUT. C� HVG* HDD—HVA** .FLOATING STACK .ao� a E2aL7TRTEtio, irc: l.> TILLIT TESTING & ENGINEERING COMPANY 44r' 6355. Wu 36''h' S4, Se4. 205. MGM" GARDENS, FLOROA 33 n gflc Ptwrte :, (30SA71-1350 . Fox : (305)87t-T531 qq a-mal tGMe6Oaa:com fffgq EB-OOD6719 WAITER A. TILFlT jr. p,E: CI iRF'/nATC FLORLDA Ua. j 44167- INSTALLAT(,ON ) HV BLADE W/ HD CENTERMATES D ., & , (OFDONAL) 4 FIN 33/0 �VWS (iYp. 7T on )NUB—HVB OUT SYMMETRICAL HO CENTERMATES WL l4e LOCK (EXTERIOR) AuSw .A. American Shutter Systems Association, Inc. 44268 WOstroads Drive West Polm Beach, FI, 33407 9— f)c-HVC SYMMETRICAL HQ CENTERMATES W/_& LOCK FINTERJQR] 'SEE Nam 0N'eDCtONG-go" 5W,,' 5 ** IMAMSAL fIDATNC umeg OErA4. kOD vo K YA:'0 FOR ALL C[T}DTiLM,LE4 MF{Sfi013N5- %TH ELAOEQ Is Accordion Sl RV. 9" #1 W/ OR W/O mr- ■7 B T6q ter System WINIM GLADE DRAWING No 17-107 ' r- 4 CONCRETE ANCHOR-i ® t6" O.c- /1 ail (LOCATE AT C EITHER, SIDE OF JIOxt/2" S-M_S. ® 16' 0-C. POURED CONCRETE OR ' CONCRETE BLOCK WALL ' r REQUIRED ��.. �—EXISTING GLASS Ns1 SEPAATMN ] TO CLASS f. SCHEDULE ON SHEET 1/16`x3" MAX, t9 (fi0b3-Tbj CONT. •10N SKcET F@ORA aAo s 10&. • ALUM. LosiR -PLATE LOCATE 1/ AT E1 hall END CONNECTION DETAIL SIDE OF®) //>I $1OX1/2" S.M.S. J f a 16" D.C. i SEE DETAIL X FOR SIDE CONNECTION TO TRACKS —EXISTING GLASS MN_ SEPARATION ' TO LASS (SE $NEDUA.E ON �..A'-E 11 FOR. BLADE iQf .SFEFT 19 FCF NOR 76 \ 1/ ' . I - i 2' ce m END CONNECTION DETAIL WALL y • p70x7J2" ' CONCRETE ANCHOR 0 —� 12' D.C. y �1 IT EQ IIN. M .,ED —POURED. CONCRETE OR CONCRETE _ BLOCK WALL REQUIRED- - �MIMI NO GLASS MM SEPARATION TO GLASS (SEE SCEEO'ULE ON SH ." I FAR ESADE 0,00 ' ON SHEET 19 FM SADEZS 70&Q� i 1 i e ff7) .f6l=r7l _ POURED CONCRETE OR CONCRETE BLOCK vrALL REQUIRED F— r-' EXISTING CLASS ' �1- MI'L SMAWON 70 GIA-Z (SEE ol SCHEDLILE ON SHEET ON SqE7 19 FOR 1/2 i BLA1T�'.s 0 & A, USE 't" OR 2' MAX. (AS APPUCABLE)x2"x1/B'XO'-2" ALUMNUM CUP ANGLE (6063-T6 ALLOY) AT h11DHEIGHT (1). #SOA/2" S.MS- 70 Q4 g (2)1 j4"¢ TAPCONS ANCHORS TO WALL AT 1" O.C- (LOCATE AT I EITHER SIDE OF(D) i SEE DETAIL X FDA) END CONNECT ON DETAIL fl POURED CONCRETE OR CONCRETE BLOCK WALL I— EXISTING REQUIRED ' GLASS VJN. S5 ARAMN 1 f2" MIN. TO GLASS (SEE . ON s4EF7 11 FORLEPLADE �. ` J ONSHR�T 19 FOR GLADES ID & • SEE UUITATIONS OF USE FOR BLADE ®ON SHEET 19 M LION DETAIL140) 02017 TILMO, INC- 1 UECO m�. TfLLiT TESTING & ENGINEERING COMPANY 6355 iLW, 3616 St, Stl. 30Z� VUZWNW CAIDWS, ILO;W) 33 Phcne : (30S)671-1S30 . rax : (305)671-1531 e-mmT: 4Tt0CQ0( W.=M EB-0006719 WAMR A TROT Jr. P.E. FLOMA 13C. (1 44167 REQUIRED EXISTING GLASS LJ MIN.-SEPAFA MON TO LASS (SEE M END CONNECTION DETAIL d ?. REQUIRED ONLY FOR SpAl,,s. GREATER THAN 12'-0" �OR�OR�QR�OR� VIEW Y PLAN DETAIL X A■SwS.A. American Shutter Systems Association, Inc, 4268 Westroads Drive West Palm Beach, FL 33407 © 2017 EASTERN Accordion H.V. MADE #1 W/ OR OR ®OR 0 OR OR i . (qOR(a OR 'AL SUPPLY, INC. A HVTM cutter System H.V. WNDDW BLADE IATE OFAWN BY: LR. '271L DATE 07/27/17 —DRAWING No t7-107 SCHEDULE #1 MAXIMUM. SHUTTER SPAN 'L+' OR "L-- (ft.). FOR INSTALLATIONS W/ p� CENTERMATES. ® & ® or or W/ ONE H V. LOCK @ or @ or or HD LOCK (a 'It/ NO LOCKING RODS or CENTERMA@ 280 29 W/ ONE E©"T" LOCK 30 W/T'NO LO(&NG RODS 35 O7P�c& BOTTOM 15SEE NtnwDm AS.D. 46(CN FRES:TtFW (P.J.) (+ OR -) NT(1n- CONC a1WTWSTAILATIONS b WALL MOUNTING FLOOR/CE7UNG MOUNTING 30 OR LESS 16'-0' i6'-0" IW-O" 16'-a" 35 14'-10- 44'-i0" is'-2" is' -a" 40 53'-70" 13'-10" 14'-2' , 15'-2' 45 13-1"' 13'-1' 13'-4" 14'-3" CO 12'-5" t2'-5" 12'-8' ( 13'-7' 55 W-10' tY-la- 12'-7" 12'-S1" 60 17'-4' 1 Y-d• i t'-T 12'-4" 65 SD'-1D" 10'-ta' Ii'-7" T1'-11" 70 70'-6" IV-6" 10'-9" 1 1V5" 75 t0'-i" LO'-1' 10'-4" 11'-1- 80 9'-1 O" V-10" 10'-0" 10'-9" 85 9,-6" 9•-6- 9'_y 10'-5" 90 9'-3" 9'-3' W-5' 70'-1" 95 3'-O" 8'-9" 9'-2. 9'-10" 100 W-9" 8'-4" 9'-0- 9'-7" 105 8'-0" T-t I" 8'-9" 9'-4- 110 8'-4: Y-7' 8'-7" 9'-2" " 8'-2" W-9" I I" 8'-0" 8,-5- TV-'-1T40"" W158,-2- 7'-9" 7--11" 7'-5- T-3" I8.T76'----19511 7'-4" 7'-0 7'-2' 6'-9" 160 6'-11• 5'-Z" 7'-1- 6'-7" 165 W -10" 5'-t" T-0' 6'-4' 170 6'-9" 4'-17" 8'-11" 6'-2" 175 6'-7" 4'-9" 6'-9• 6'-O" 180 6'-6" 4'-8" T-8- 5-10" 185 6 -5' 4'-6- 61-7" 5'-8" 190 C-4- 11 -5" 6'-6• 5'-6" 195 1 6'-3- 5'-S- 200 6'-2- 4' 205 V-i" f A'-i" 6'-3" 5'-1 SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft) FOR INSTALLATIONS W/ 0 ONE HVV 9ENTL$K Or O-r µI/ NO LOCKING RODS a (SEE NOTES t, ti) MA MLW P"ESSURE It OR CONCRETE & "OD INSTALLATIONS VAL.L 1,immoG FLOOR/CEILING MOUNTING 30 16'-D" I 35 14,-to' 40 13 -10' "13'-10" 45 IS-1" 13,-1" 50 12'-5" 12'-5- 55 Iv-10• 11"-10" so 11 -4 1 V-4- 65 10-10" 10-10- 70 to'-s" TC'-s' 75 I_ - i0'-1' 80 9'-10" 9'-10" 85 V-6" 9'-6° 90 9'-3' 9'-3" 95 100 105 Ea'-- M 110 - 115 120 8'-0-125 7'-10" V-8" 130 T-8, 1 6'-S" i35 6'-2' 140 T_I I" 105 150 M7'-2' 5'-7- 155 5'-5' 160 5'-2- 165 5'-1. 170 4'-11" 175 6'-7, 41-9. 180 W-6' 4'-8" i 85 W-5- 41-6. 190 6'-4" 4'-5' 195 6'-3' ,-3" 200 V-2' 4'-2- 205 1, .E. SNA SCHEDULE #3 imum SHUTTER SPAN* "L+" "L-" (ft.) INSTALLATIONS I C VJ/ ONE HV LOCKS OR W/ NO LOCKING S (VeVD FOR P.,OUNTING rRSHEET 7) Likvx As.a DESUN •w I+ OR -) CONCRETE INSTALLATIONS FLOOR/CE?UN'G MOMI IN'G OR FLOOR WALL MOUFrNO L + (11) L - (ft) 30 35 TV-2- IW-10- 40 14'-2" 15'-2- 45 13'-4- 14'-3" 50 72'-3" 13'-1" 55 60 10'-2" 10'-11" 65 9'-5" 10'-1- _ 70 8'-9" 9-4" 75 INSTAL 710N LEGEND CONCRETE & WOOD MANSORY WALL A, 11. C. D, E. M N, O, P. Q, MOUNTING F.K & L R, S, & V. FLCAR/CfiiJNG VC,1) H. 1, It. J T, U, W MOUNTING & X & M D MAXIMUM SHUTTER SPAN -L+- OR "L-- FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. RSA. DESIGN PRESSURE RATING. t NV CORNER CENTEP.MP.TE ,3 MAY BE USED AT ALL MOU10NG INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE R5, SHEET 5. f 1 EXCEPT THAT MAXIIdU:A S EPANi "L+- OR 'L-" AND fAAxwu:A ALA. OFSING PRESSURE RATING FOR INSFALLATIOtiS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p_s.f_ AND 8'-0" SPAN, SEE MOUNTING ®OPT SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 0 HV BLADE. G2017 PLTECO, INC. TILUT TESTING & ENGINEERING COMPANY IMS tLW- 36t St. Ste..•A5, vmGI A G REus, FLoRm 333 (-'05)871-1530 . Fax : (304)e71-1531 e-mm7: DU100C.O.CCm ES-CO06719 WALTER A. 1LLFr Jr. P.E. FLORDA Li--. j 44167 FLORIDA A.s.s.A. American Shutter Systems Association, Inc. 42E& SVestroads Dr7ve 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 NEGATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE b%XRMUM.SPAtN FOR LVALL MOUNTINGS (TOP/adwatM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MA)OMUM 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 VJALL MOUNTINGS VI/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S-D. DESIGN PRESSURE RATING: DETERMINE: L1+- MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR./CEILING MOUNTING 1NSTALLATTaNs. FOR A GIVEN NEGATIVE AS-D. DESIGN PRESSURE RATING DETERMINE L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX- SPAN FOR ilOOR/CEILING MOUNTING INSTALLATIONS. FINAL M"AXIVUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L7+', 'is+% "Lt-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH. FINAL MA)a;IUfd ALLOWABLE SPAN AND NEGATVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 2017 EASTERN METAL SUPPLY. INC- 7 mwmmsA ■otTI1 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 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Z T c TILUT TESTING & ENGINEERING COMPANY 4 6355 N.W. 36tK St. Ste. 305,NRO M CARMS. FLOPMA 33 401' Phone: (305)871-1530 . Fox : (305)87t-1531 !✓ 044 'e-mW: tTtecoonei.a EB�OW1R7$ WALTER d, 'RUyt 8r..P.E. MAW FLOPIDA Lie. f"44167 .Wwar Mt2®aa i M t0E0aQa nM109mm �n�o M®naC Mora®a ©ss<©raa Q®OTC MaMlaa mEIIaQa IralaaQrrt �Eaaao unr�ala LfmaQl� MaQaal EssaeaQa 11211113111011111112111111101 0=Moo vI®saleaaQ M10Ma10 0Q=ems * SEE ANCHOR. SPECiFICATTONS ON SHEEP i3 *SEE UMITATIONS OF USE FOR BLADE (9 ONE SHEET 19 (i) HV BLADE OR I HV BLADE W/ (W HV WINDOW BLADE WORDING IN UNISON AuSawS.Aw American Shutter Systems Ass jotton, Inc. 4268 WeStroods Drive West POIm Bench, FL 33407 CODE {Non High Velocity HUril'cone Zon 02017 EASTERN METAL SUPPLY; TNC. RERrIRA II VTM Accordion Shutter System H.V. #t W/ OR W/O KV. 1HINOOW K.ADE. 4 AWING No 17-107 PC. A,pM I 13mI 1e/aoH> 81Dpc FAX= CG1,10I E t Mtn (9)WALL SILL MOUNTING @ CEILING MOUNTING fa) FLOOR MOUNTING (R) .--OETxCd7 N:GOWE FRESSIM WM- )kSD. 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SS 4 3 14 12 a , 6.5 5.5 4. 3 _ to 14 14 14 12- 12 12 T2 10, - 8 10 10 9 65 '9 9 'B 55 '8 6S 6 3. 8 4 - - - - - - - -' 74 14 74 T4 T2 12, 12 12 10 10 10. 8 9 9 9 7,5' a '. a 1 8 6 6S 6.5 1 7 4.5 5 4.5 5" 3S 335 3.5 4 -- 14 t4 14. 14 12 12 12 OS t0 10 '10 7 aS $ 9 5S 8 7 OS 4:5 5 5 5.5. 35. -4- 3.5 .4 - 3 3 14 12 99 85 7 4 - _ 14 12 10 1 9 17.515.5 4 - t4 72 9 7 7S-4S _ - ,$.-O. 74. 14' I2 10 9 a 6S - - 14 14 12 12 10 t0 9 9. 7.5 8 5s 6 4 4 - - 14 44 12 -12 9 70, 7 a 6 6.5 4.5, 5 3 3.5 - - 14 l2 85 7 5.5 3 - - 74 i2' 9 6S &5 4; - 3 - 25 95 8 5 4 3 14 12' 9.5 75 6 - - -14 12' 9S 8 6S 5 .14 12 T0- 8 fiS 5 - - t4. 12 8 6S 5 4 B,-0. 74 12 10 8 a - - - 14 t2 TZ- t4 13S 7.5 6 4 - - - 14 tt 7 &S 5 3:5 .-- - 'tt- 14 12 8 6S 4.5 - - - 14 12 a5• 7 &5 4 - - 14 0.5 7 &5. 6 4.5 - - 1.5 SS SS 4 - - - - 14 'f2 9 7 6 4.5 - - 14 it 7 5S' 4.5 -1 - TD'-O" 74 M12 tO- 9 7.tj - - 1+ 12 10 8 '55 .5 - 14 12 8 6 5 4 14 10.5 7 5 3.5 - - 13 9-5 6S 5 4 3- 14 71 7.5 5.5 - - - - 14 11.5 9 H - 5 4- 0.5 14 12' 8 6S &5 k 13 70 65 5 a 3 TT'-O' 14 I2 10 - - - - fa '}2 B 7 6 4.5 - - 1a 1O5 7 5.5 4.5 3S -- ZS 8S 5 - - - - '12 9- .a 4S 4 3 - -- 9 3 34 f0 7 - - - - - 14 10.6 7 5.5 4-9 ^ 1.5 - - 9.5 7 4.5 - - - - - -14 ,.14 11S 7.5. a 5 - 12 9 6 4.5 4 - - - t2'-0' t4 12 10 - - - - 12 a -- 5S - - 13 TO 6.5 5 - 4 115 as 4.5' - _ _ _ 11 .8 5S 4 3.5 _ 3S 9.5' 6 -- - - - - -53 9.5 6.5 5 4- - - 10:8 8 5 ♦ - 9 6-5 - - - - - - 14 10.5 7 5.5 4S 71 8.5 55 4S 35- - - - IN- D• 74 42. - - - - 74 13.5 7:5 5 5 - - 12 9' 6 45 4 10.5 10. 7S 5 4 3 - T.5 55 4 _ _ - 12 9. 6 4.5 4 - , 0.5 7 5 4 8 L15. 75 5 4 - - - 4'-0' f4 12 - - - - - - 10 1tS B - - - Tl a 5.& 4.5 .75 fi - 9S 7 45 Iv- O' 1 - - - - 3.5 10 6.5 - 6S 4 - - 6.5 - 5 3 0.5 a s - _ s 6- 7 11418.5 5.5 - - - 9 6.5 TAPCON OR TAPCON WITH ADVANCED. THREADFOR14 TECHNOLOGY ALL POINTS SOLID -SE BLUE TAP W/CAP TAPPER+ 4 SEE Ua��[TA110N6 OF 0aE FOR SLADE 7IX ON SNEE7 is L ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWSI (A) TO EXISTING POURED CONCRETE: (Min. 1'c. = 3 W) - 1/4'9 TAPCON OR^TAPCON WRIT ADVANCED'THREADFORM TECHNOLOGY ANCHORS- AS MANUFACTURED BY LT.W. BULAEX. (Min. I"C -- 3 4SI)' - 1/4'0- x: 3/4' ALL POINTS SOLID -SET ANCHORS, AS OUTRIBL17M BY ALL FOIttTS SCREW- BOLT & SPECIALTY COMPANY. (Min. Vc = 3 lei) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORlOA FASTENERS DIRECT, INC. (Min. --Yc 2 ksi) 1/4"4 TAPPER+ ANCHORS AS MTEN MANUFACTURED BY POWERS FASERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED -LICENSED OR AUTHGRIZEO VENDOR REGISTERED WITH THE AMMCAN SHUTTER" SYSTEMS ASSOCIATION, INC. (Min. Vc = 3 ftsi) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF?APCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND. TAPPERt ANCHORSIS 1. 3/4 AND FOR BLUE TAP W/ CAP ANCHORS IS 1. 1/2". A.2) MINIMUM EMBEDMENT OF 1/4"3 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8, INTO THE POURED CONCRETE, NO EMBEDME4( INTO STUCCO SHALL at PERMITTED. 1/4-o-20 SS. MACHINE SCREW USED SHAH BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST.. AND. I- MINIMUM FOR WALLS WITH NO STUCCO. . A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE,PANELS, PAVERS 'OR ANY Vc74EER 8E FOUND ON THE £3SISTING WAIL OR FLOOR, ANCHORS StfAtl. BE LONG ENOUGH. TO REACH THE MAW STRUCTURE BEHIND SNp WALL FINISHES, ANCHORAGE SHALL BE AS INOMATED ON NO7£S-.A1) & A2) ABOVE. FOR INSTALLATIONS ON VRM SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGWEER. FOR INSTALLATION INTO EIFS WITH METAL.. STUDS SEE SHEET 20. (8) TO ID0SMG CONCRETE BLOCK: (ASTM1 C-90) - 3/4"0 TAPCON.OR TAPCON WITH ADVANCED TUREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY O.W. BUILOEX. 1/4'0 x 3/4' ALL _POINTS' SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW,. BOLT & SPECIALTY COMPANY. 1/40 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4'I TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DIMRaITED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHURER SYSTEMS ASSOCIATION. INC. NOTES -- a-') MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP-V!/. CAP ANCHORS AND TAPPER+ ANCHORS- S 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 6.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL, POINTS SOLO -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK_ NO EMBtXISy EOMEt4T INTO STUCCO SHALL BE PERMRTED 1/4" 0-20 S.S. HALL MACHINE SCREW USED SBE 1 1/2" LONG MINIMUM SHOULD STUCCO AND 1' MINIMUM: FOR WAILS WITH NO'STUCCO. - - 6.3} W CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE OUSTING. WALL OR OR FLOOR. ANCHORS SHIZL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8-1) & 8.2) ABOVE,. FOR INSTALLATIONS ON VINYL SIDING OR airs WITH OR WITHOUT .MErA1 STUDS CONSULT T FOR INSTALLATION INTO (IFS WITH.. METAL STUDS SEE SHEET 20: HIS ENGINEER- (C) ANCHORS SHALL BE INSTALLED .FOLLOWING ALL OF THE RECOMMENDATIONS AND .SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR 1v1rc _.._ -_ _... .Y.R 1,..,,y ,�, �r a.,tvV ncv IWNi Mjr rVR ANCHORS. ..EDGE DISTANCE R�IIS�SPAC1N G SPLIEDUIE FOR ANCHORS MAMMUM ANCHOR SPACINGS ARE VAUDFOR EDGE DISTANCES INDICATED BL7.aW: -FO $Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING E. D. LESS 014N THE INDICATED. REDUCE ANCHOR SPACING AWING FACTORS, .. REDUCED SPACING OBTAINED. USING. FACTOR -=! NOT BE LESS: THAN MINIMUM -SPACING INDICATED FOR EACH ANCHOR TYPE: ACTUAL - . FACTOR E'B TA'PCOu T'P� WITH ADVANCED THREADFOW TECHNOLOGS' ALL PRINT SOLlD SET BLUE TOP 1Y / CAP TA TAPPER + MINDICTANCE SPACING 3.3/4' 4" EA. MIN.. SPACING = 3' MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING c 3' POURED CONCRETE & CONCRETE aL tuVtD CMU319E CONOZEM,0.00e POURED CONCRETE & CONCRETE POURED CONCRETE & I 1 E CONQtEI'c LPN, ED:^3' 1Qi MQ 3. i/2' � ED. _2 1/2' BLOCK MA t0:=31 CONCRETE. BLOCK fuN rn LD1 EA .3 1/2' a= MAN. ED. =2 I/2' 2 1/2' - (Leo 1.0 - 0.78 1.0 - 0-84 1.0 _ 2' - 0.81 0.67 1.0 03T - _ - 0.51 0.91 - T 1/2' 0.35 - - - 0.43 - _ 0.35 02017 TILTECO. INC. 14 ldV e%��1 fi/ `3 ' - TILLIT TESTING 8c ENGINEERING COMPANY lo, 56 6355 N.W. 36Y�, 61_ St4. 305. VIRGINN G4R01d5. FT.ORIOA 331 ep ..�%® 0 �� 1> Pisane.: (3D5)E71-.-1530 Fo: (505)871-1531 1�w ', a-nat•Ttem40ol.emn� •s•,•••+ •}�gq�,iatt WAITER A.'ALUT Jr. P.E. P.E. 5&1,Yyf �b�i99F/nATF FLORIDA Lic. # 44167 .A liSiSwA. American. Shutter 'Systems Associctlon, Inc. 4268 Westroads DrNe West POIm Beach, FL 33407 2017 EASTERN METAL. SUPPLY, INC. 17rr,11L>t a ■ Ems. "W TM Accordion Shutter System Rv .GLARE_ #Ft w/ OR W/O Kv. WN)CAW E um AWING No 17-107 SOUTHERN PINE No. 2 W/ MIN. G=0,55 DOUGLAS FIR W/ MIN. G=0.50 SPAN DM(N) WALL MOUNTINGS CEILING MOUNT T M. N. O & R FLOOR MOUNTINGS W,& X (SEE MOUNTRNGS ON SHEETS16 & 17). ZE:3u B�---T'R.-n-,TE= SPRUCE. PINE FIR "NOR7}j SPRUCE PINE FIR SOUTH W/ MIN. G=0.43 W/ MIN_ G�0.35 WALL MOU7a&,NARGSFLE(0)(OR CILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, O MOUNTINGS M N, O & R FLOOR MOUNTINGS W & X W & X 1/2" MIN. clu PLYWOOD FIR WALL MOUNTINGS 18-0. WALL tlou"WS &O S&V B.O. WALL MOUNTINGS SAX WALL MOUNTINGS S&V s & V . 1:SV1E 138$.77>E% (pij ✓f�719Ai9: P.r/iB O93t LVAkf FFIIAeE R.9$S j�I gm 17�E PrR41� arts: a.n 'M=M=3Mmw= mmmumr�Q®Munnmm®®%Inv®aa©aalamourg° a�ncmaQaaimaaa�a�®aEVEvc�®mE�E==oar®a�v©®oEvaoaaavo®a�mr�®a� ii®®a��:®i�MummEvnQfa®oI®mQ®vvQaeaamaa1uw11==wffl= anaaaaot®aa®naao�EQaaata®Eo®eaiQc�®ovaa0��maaa®®mI ®aaaoim== �aaaa®=aaa�E oriaaca®aaa®®®a�rmEvEt�a ®ivaaarafva®aCa®Ei13®moi®®a�® ®®® ® Eaaie�aavaaaaamEaEaaaanaEEavaa®tsfoWin ®otEEann.vane®nr�aEa®an®neieanaE�nea®eaEEzrsaaEaln1011 1 SEE UWATIONS OF USE FOR &A9E. t/ M{ WEEP 19 f NOTES ON ANCHORS REQUIREMENTS: Mon ctiwcmATc 2 0. 12 l2 72 0-5 8.5 7. 1 SS t2 i2 1.5 9 7.5 GF .5 8.5 12 Q .5 7.5 12 12. 11 7 6 5 1 7 12 12 '8 S_5 5.5 4.1 ' 6" t2 152,5 6 5 4 5 5.S 12 a.5 7 .5 44 4 4.5 12 9,5 6.5 5 4 3 E4 12 9 6 5 41- 1. ANCHORS TO WALL, FLOOR OR SOLID' WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUB TINE %*-L CONSIST OF THE F01LOWfNG. 1/4b TAPCON ANCHORS,. AS M ANUFAMREa 5Y LTV. eUILDETT' 1V/ MINIMUM ETAO MENT AS MCATEO AT EACH SECTION ON SHEETS T6 T7: -SOUTHERN PINE' No. 2 W/ G>036 (N.D.S) -000GLAS FTR �W/ 0=0.50 (N.OS.) pLCEf?110N: SEE NOTE Y'BELaW. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.DS.) -SPRUCE PINE FFR.SOUIH W/ G=0.36 (N.O.S.) 2: ANCHORS TO HOµTAF CEILING SHALL 6E AS PER V.OUNTNG TYPE U, SHEET 11 AND SFWLL GONSRT �OF LAG SCR64S AS PER NOS 2D)5 SPECIFICATIONS. -MIN. 1/2* CDk PLYWOOD (19116 AM) 4. ANCHORS SHALL 9E INSTAIUD MLLOWING ALL'OF THE ANCHOR'S MANUFACTURER, RECgMENDAitONS AND SPECIFICATIONS OF THE OW17 TIMM, INC. p q h Ef L. E /► V 0 t W c.. TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 36th..St. Ste. 305. YIR391WA WDD0 S, FL,,,A1 33 yi4 Phone ; (305)871-1530 . Fax: (305)87t-1531 F e-MOR: t3tetocooLcom L WALTER A, TtLLITdr. P-E. /nATP, FLORIDA L;- P' 44167 AwSwS.A, American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm 'Beach, FL 33407 2017 EASTERN METAL; Accordion Shut H.v. Mxx #r W/ OR W/o KV. INC. AWING No 17'-1 Q7 WALL FINISH 1- '-. w 1114'a 3 IN I U R-E BE LIMITED TO f05 DESIGN PRESSURE RATS 7^_0 TAPCON OR ADVANCED A.S.D.DESIGN PRESSURE RATING FOR INSTALLATION MIN B 11 N TECHNOLOGY __Wn. PENETRATION W/ I T/2 1 7-1 1"AlCA OR XA OF ED, AMOTO PVC0 ON W ADVMCEI? THRMFORM TECHNOLOGY 'TRAMN PENS 4 oCj7%GO M W1 1 1/1 Of- A THREADED AREA TO EXISTING r (SEE SCIIEDULE ON SHEET TS) WOW HEAD-M 1SEE SCHEDULE ON SHEET I* 1/4'020X3/4' S.S MACHINE SCREWS 1/4'-20 NUTS 2 CL� r zv A EXISTING. MIN, WALL rw WOOD HEADER REQUIRED I OR (W mavwp MIN. Extmuo I W SPRAMON '--2�W WOOD HEADER REQUIRED GLits5—j. TO CLAM (SEE I 4 SMZME ON 11 FM BIAMM ON SHEET 19 FOR EXIGSTING—I ..M SEPARATION TO VLGLASSs 'I (SEE SCHEDULE ON SHE�t.13 9 -4 LASS BLADES T & 9HY WALL HEA-098-INSTALLATION 27.4- CONT�l MIN. SEPARATION TO GLASS WOOD pLAIj (SEE SCHEDULE ON SHEET i i) 11 2-W WOOD REDID. EMSTING MIN. SEPARAWON TO GLASS Gus;--" k�LL SCHEDULE ON SHEET fl)— I. 1/4"0-20x3/4' S-S. fe ri �MACHINE SCREWS W, 1/4"-20 NUTS 0 1; 1 O.C. L. 1/4-0 WC014 OR TAPCON WITH ADVANCED rr,.READFORM TECHNOLOGY wl s/2• Mill- PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN- 21w MIN. 14114- COX PLYWOOD REQ`Q. STUDS 0 IS' O.Q MAX. P RE YD' IV D.C. MAX. REQ`6. REI'y""Ol' To BE WALL DS 0 ATTACHEDTo STUDS IN -0 TO STUDS IN ACCORDANCE -IT 1/4.0 TAPOON OR TAPCOf,' WfIX ADVANCED N --QlL- I -SEE SHEET 4 FOR MCAL THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. 1/ 1/2"W 2-111111=c SECTIONS CAN w THREADED com lu IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY NSTALLAT(ON- OF THE FB.C. SECTION 2_V6 OF THE _jtnMUATf0N (§)HV WALL SILL INSTALLATION *.SEE.UM A ONS OF USE OF, SLACE IA ON SHEET 0- Vkt,- gy 02077 7117,ECO, INC- 71 TIUJT TESTING do ENGINEERING COMPANY sass Kw. Wth..qt- Ste. 3'Tj Vw'wA GNME14% FLORGA :13 Phone :005)87.1-1500 Fax : (305)6 -t531 e-mod: talecogoolcam ya EB-OWS719 WAVER A. TILER Jr. P.E. .E. /DATE FLORDA c j 44467 �o tj MIN: sEPAMM gi TO MAW M SOJELLE ON 4a 11 FOR MADE 0A ON SHEET 19 FOR EXMRG GI_ASS__4 BLADES (j) & 0 WALL —, 9 U0 H I '�U2 M q3 TAPOON OR TApcON WITH ADVANCED DFORM. .TECHNOLOGY W/ 1 1/2' ^REMITON OF THREADED AREA TO soXMAE ON SHEET 15) 2'x4- CONT. SILL KATE REOb. I 1/4"O-ZOX3/4' S.S. MACHINE SCREWS USING 1/4'-26 NUTS 0 12- O.c.� - W, n. Vd"O TARCON 0R*TAPCON v,,ITH ADVANCED 4' CUM'THREADFORM TECHNOLOGY W/ 1 1/2' Win. PMEIFRATM OF THREADED AREA To i.i- PLATE EXISTING. WOOD HEADER, I'D rD- (SEE SCHEDULE ON sw_E7 15) 1, VALL FINISH. (9)HY WALL SILL INSTALLATION AxS*S.A. American Shutter Systems Association, Inc. 4-268 Westroods Drive 'West Palm Beach, FL 33407 tloclty Hurricane METAL SUPPLY, INC, Accordion Shutter System RX Bl" #1 W/ OR W10 H.V. WWWMADE it 1 3� 1 No. 1 4- 1 1 1 37-507I N I FMH 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2`MkIl F'ENETRATTQN OF THREADED AREA TO EXtSMv WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ___iik p \.OPT10NAL EXi3TING MIN 2'x4- EXISTPIV-4 HEADER REQ'D GLSS �MM. SEPARATION 70 &Lg55 fi.. (SEE SCHEDULE ON SHEET i 1/4'0-2ZW/4' S.5. 1" PHILLIPS TRUSS HEAD Tin. MACHINE SGR OS W/ 1/4-20. NUTS 12' O.C. ITV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR WPICAL SHUTIER ASsoak:y 2-MOUNt" SEMH5 CAN BE CoyatH D' IN ANY WAY TO Swr Aar INSTAL IA'ROPL 4'x8' (Min.) E705RN0- WOOD BEN$ F=UKED. STRUCTURAL ADEOUACY OF EXISTING WOOD BEAM TD'EE CERTIFIED BY REGISTERED -ENGINEER Of ARCHNEq PRIOR TD .SHUTTER INSFALLATION. 1/4 0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY WJ 1 1/2' Mitt.N , PENETRATIO 'OF TbRFADED AREA TO EXISTING WOOD HEADER (SEE SCHEDULE ON SHEET 15) EXISTING i t SCKD It FU ON S MN. SEPARATION TO GLASS • f `7 (SEE SCHEDULE ON SHEET 11) IXOWSS\, t IM f IXIStING GTF55—� r S� 19 I• E t ALTERNA (. ( WN.! ft'tS7H t I J ANCHOR. : LOCATION - 3/8' Nlht 7 13 OR rah' MIN. WOOD _( 'DECK REQUIRED (NO 1:9 �FTNISH ALLOWED) r I EDGE OF IF APrrUICABLE 1/410-20a3/4- SS, 1� i/4'0 TAPCON OR Mitt � P•�t�PS TRUSS HEAD �2••..MIN.-'. r j 2 x4 QONi '•'-514 PLATE TAPCON WtfH ADVANCED TEPENETLOOY ! \ !HREA1/2* MACHINE SCP,E`IV i Wf 1/4'-20 NUTS ! READ. M i \ iOF ?THRE 1/4'0 TAPCON OR TAPCON V4?H ADVANCED THREADFORM—I L. ®t2' O.C. THREADED AREA, TETRAAON TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER (SEE SCH3 DOLE ON SHEET 15) • (SEE SCHEDULE ON SHEET 15) i. SEE.LWTr OF USE FOR (V • HV WALL SILL INSTALLATION � s � HV FLDOR INSTALLATION L i' ,..•�T•aa•��•••33.)... �.A`L taa2017 71L7EC0, INC; ab�i • d _ n T U EC0 ,N�_ TILER FES7IFIG & ENGINEERING COtdPANY • Q4 � 6355 M.W. 35M, St-- Ste. 3o5, YS•i,9MA CARDOSe FLORiM1 33 $�!S •J1' T%g m4y��g � .Pttbne': (305)I37T-1530, Fax : {30$jE71-153t a -Mal: tlLec9®a0La M C t T- wALTFR A. -IjUy0067 Jr. P.E. P.E. SEAL%SIGI+IAIURE/{)ATE FLORIDA, Ua j 44187 $14a3/4' >B 6'O:Gt Or i.3 or OPEN }TOLE AT AT CENTER OF TUBE. DOSRNG t IMk L GLk55-- FaA. 1) FIR J`&AM a g7Ox3/4' HEX — WASHER WAD TEK SCRMS 0 12" 0.0 t SE Ti (SEE taN t l EXGLASG ' GLASS i (iF APPLICABLE) E)asuw 1100D TRUSSES OR RAf-TER ® 24' O.C. REQUIRED —74--EXL4TING SOFFIT r 3/4' Max. THK_ ''x XIA-5- CONT: Kim. TLIE (60&3 TB ALLOT) W/ or 13 or (3)5/16'0 LAC SCREWS TO EACH WAFTER OR TRUSS: LOCATE LAG -SCREWS A7 i 64DWIDTH OF ENSING WOOD MEMBER, (2". Main. NOMINAL .'NTH) W/ 2` Min. ur DECK IF 1/4:m TAPC APPI,lCAB1E `------ ON OR TAPCON WITH ADVANCED I THREA15MRM TECFLtiOLOGY W/ 1 1/2' LAn, 2' MIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) � A. S. S.AtT. Arnerlcan Shutter Systems Associatton, Inc. 4268 Westroods Drive West Patin Beach, FL 33407 IN�IfAi-AHONS WITH 72p,', MAX: A.S.D- DESIGN LOAD ANTS 9'=e MAX. SPAN. THIS `V INSTX-ATION IS ONLY VALID FOR WOOD W/ MIN. SPECIfIC GRAVITY OF 6.50 AS DOUGLAS OR � OR FIR EQOT?waSOUTHERN PINE No. 2; -- 1Q . n� t Si) _ �t t I 1 2'x6' MIN. WOa DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPUCASLE 2017 EASTERN. MaAL Accordion Shutter KV. GLADE #1 W/ OR W/O FLV. N4M AWING No 17-1.07 0L I81L C6Y r1=� 1/2 W!L 5 END CONNECTION DF7en.J sk" END CONNECTION DETAIL J 0- 1/r END CONNECTION DETAIL ll—mGlJ55snr�c. END CONNECTION DETAIL tt 2l END CONNECTION DETAIL. 09, PLAN DETAIL X 02017 TILTEW. INC. sort tesnrtc rx rNCINIZEwNc cotaaaNY 6355 N.W. 36tk SL, Ste. 305, %K. J%'QUW35, FLOMA 33 Phase : (305)671-1530 ._foX : (365)971-1531 _ \fir ire-mca: �•``� •VM 4lteco®ooicom EB-0006719, .,• WALTER A. TILLIT if. PZ :NCTI IQP JnATC FLORM Lic. # 44167 29 t/Y M. RYlASO. .(ES i'M1'W. (00-m c+m),u xj Rat/4s ik'tRs AtleNSes to tpf1 AT 1'.0.G Q. • ST OF AwS.S.Aw American Shutter Systems Association, Inc. 4268 Westroods eve West Palm B001ch, FL 33$07 AND CONNECTION DETAIL ✓• P. =o ONLY FM W,Wes Z@AtE4 THAtj tY-C` [f*SEE L]I.iRATI.ONS Of lFj fOk BxADE (9 ON SNEET t 9 GWE (Nett High Velocity Hurricane © 2017 E STFRI+F HUAI SUPPi.'Y, INC. BERT MVTu Accordion Shutter Sys KY. RADE it :W/ .OR W/o KV WINM Et A v. Otseetvime Sue OiAwir Br L i I O D 15-OSS WINO No 7-107 — 4 oRLO' 5 st - i a a ss a1 , a s 3 5 ' S r ffi 4N FOR REQUIREMENTS) 1 !i BOTTOM w ��s at ' oa a7 i DUSTING OiA55 ELMAT{ON MIL SEPARATION TD CLASS SEE SCHEDULE ON SHEET 11'FOR RADEQ __ �,___ ^`` AND ON —,HIS SHEET � ELAM01 A,l@A _______.___ _�__t�_ `_— — / TYP. MIMERICAL CENTERMATES.21 Yl/ k OR AND w/0;(5€E NOTE 4 ABOVE) PLAN 1. MAX. A.S.D. DESIGN PRESSURE RATING. +110, - 1TQ p. f. 2. I=. SHUTTER SPAN: Se 3. ALLOWED MOUNTINGS. A. D. G & H ON .SHEETS 6. 7: AS WELL AS M01187INC3 M. 0, T. U &. W ON SHEETS 16 & 17. 4. ONLY CENTERMATES I. (BOIFi W/ OR ARE ALLOWED WITH �.1} �ARRAN�ED IN A OR OPP G LA LIT. !R CASE .OF OPPOSING YOLR; Cis) MUST B€ RICLWW ONLY AT E EpIOR ACCESS SIDE OF GENTERNA. & (A) HV WINDOW BLADE tG SHAL ONLY ALLOW A MAYA" OF 5 OPENINGS 0*0 HOLES) FOR (opFR BLADE AT SPACINGS SHOWN ON SHEEP 4. (B). MIN. CLEARANCE TOP OR BOTTOM EDGE OF HV WINDOW BLADE 0 OF ANY 3 4 HOLE FORS, SHALL BE 12'. (C) FIRST OR BLADE RIG CCMOUT FROM STARTERS AT ENDS MAY BE Fiv WINDDW BLADE 1A (0) HV @ANOOW BLADE'® MUST BE USED ALTERNATE TO A SOLID HW BNADEO THROUGHOUT SHUTTERS WIDDL ( TES SHALL ALWAYS BE fBLADE =A11 C0 ADJACENT TO A SOLD HV 1 AT.FITHER SIDE OF V41L (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED -0 TH A TABS FACE THE INTERIOR. OF THE OPENING BEING PROfEOTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A 1N SETTING :TOOL PRDV10ED BY ASSA; WE 6_ SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WORD FRAME BUILDINGS ON SHEET 15. AS LIM9ED BY SPAN AND DESIGN LOAD (SEE NOTES I & "2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS -INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES I & 2. ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASTM E-1996: FVAND ZONE MINIMUM SEPARATION TO GLASS I THRU 3 I' 4 6.25' 2, tangy if i �2e17 nLTECO. INC. 02017 EASTERN METAL SUPPLY, INC, -- -- ''BERT A H TM j MIL E 4 ,>N�. Q,, ��I' wA. Accordion Shutter System @ ' TILLIT TESTING & ENGINEERING COMPANY American Shuf#er SpsfemsY.MADE � W/ aR W%o ETV. WINDOW >aoE 9355 ILW. 36th. SL. St' 30$.'ANONK GUCE3y'S. R-MaA 33i a. n&. '1 N iTESCRIPBOH DATE DRAYI(i BY: LC AssociQfi4R i OLD 15-085 7/27 fi DATE. 07/27/17 ••-.,....... PhQ1* : (303)$71-1530 . Fax : (30s)87t-/531 426& SNestroads Drive 2 '-���� 1�13� e'1T rmxr. 0006daol.e* West PDIm Bench. FL 33$07 g DRAWING No '�`rT4 P9L �s•r5 EB-0006719 ^. .Ser<s•'S VIALTER A TRLT Jr P.E. 4 f 7— f 07 -- - P.E. SEALlSI6NATIJRE/D�,TE FLORIDA Lic. n 44167 . 5 � t ,— r r' .. . r v .6 n 7 1/2 x 03 C AOFF C Min: AST .t A-653 GRTHI 40 .( h5n. VARIES MINT. G-60 GAG/ STEEL "2" Max. METAL STUDS AT 16" O.C: „rT, FQ r , 43e l �430 t rE7ttS7TNG FINISH .AS APPLICABLE EXISTING GLASS--ti MAN: SEPARATOR To GLASS (SEE SCHEDULE) 1 } 1/4k Af1:S' TRlC1C edm. i EXISTING FIW SfEEl TTirctc C11ANNft. 1 l�S APPLICASt 3 fitADE W Ka1. G-60 j FASTQ]FD TO Sn10.5 1 1/E` TER EW5 ON i 4.3c —. EXTERIOR FACE � .6 z 1 1/2'x 0.635" THICK A6n- ASTM A.+653 GRADE 40 Kin. G-60 GALV. STEEL METAL STUDS AT 16' O.C. GENA OII AN12 CONDITIONS OF USE: FOR BERTHA .I W BLADE ACCORDLON SHUTTER SYSTEM iNSTA1 -AnON TO METAL STUD WALLLS. I. MAX. A.S.D. DESIGN PRESSURE RATING: 4-75, - 75 (psf) 2. MAX. SHUTTER SPAN: 64- 3. ALLOWED MOUNTING: MS ON THIS SHEET., 4. ONLY ENTERMATE.21 W/ 24 HV LOCK ARE ALLOWED WITH 2i ARRANGED A 5Y Mt~TRICAL LA.YOU.TL. USE 0 (2) 35 (li" LONG, MINIMUM) MUST ALWAYS 8E INCLUDED ATI ERIOR OR INTERIOR ACCESS SIDE OF CENTERPMATE. #�k BLAOE SLACK DETAIL WIT IS ALSO VALID FOR. CENTERMATE g APPLICATION WITH BLADED MS WALL HEADERJSILL INSTALLATION — J..,EXTERICIR EX1STtNG GLASSSYLCENT£RMATES ACCESS SInF (6" Min.) 6 1/2" (TYP-) t 7" (Cunt.) H A - .HVB BLAE Tito -12.000' Aicx. !- a .093' � T- 1_ SEPARATION O GLM SCHEDULE ,E)OSTTNG FINISH AS APPLICABLE 1 (TIN. TOP & BOTTOM) lc MUMETRYCAL CENT RMATES W/ 1 ;.:.INTERIOR AC(l€SS SIDE`;=; Min.) .... I IN L2017 TiLTECO, MC- TL E G O 1Nc_ TIWT TESTING & ENGINEERING COMPANY 6355 H.W. 36th..51., Ste. 311°% WWtiRfA GARDENS. i oMk 33 Phw : (M5)871-t530 . Fax : (305)871-1531 e-rnw: t3wwftol,,m EB-0006719' WALTER A. TIWT Jr. P-E. FLOROA Lja. $ 44167 TO GLASS 2._ (SEE SCHEDULE) MQR 1/2' MAX SLACK AnSmSmAs American Shuffet Systems Association, Inc. 4268 WestToods Drive West Polm Beech, FL 33407 t —4"e NOMINAL ALUMifdUM SLFCVE 6063-T5 ALLOY 0 < Max, t /44"0-2©X3A BOLT MUST- PENETRATE 43c i" 1.373"-+ a I -250" I `'1/4-o-20 THREADS 43c V4'0 ELCO CON2 UCTION PRODUCTS FAB—LAK HD QN—PONENTS SCALE 3/S» 1' 1 3/4"x 6 i/?"x O.OSS" THICK Min. COT[f_ GALV_ STEEL Ti2ACK CHANNEIL, JASttd A-653 GRADE 40 Min. Sr60 GALVANiZEp FASTENED. TO STUDS 14 W/ (2) f6x1/2" TEK SCPEIYa ON INTERIOR &-EXTERIOR FACE LOCA7m AT Ti 71 Fri HE'ADER/SILLfENOS VIEW Y SIDE CONNECTION TO TRACk EASTERN METAL SUPPLY, INC. Accordion Shutter System. H.Y. BLADE #1 W/ OR W/O FLY. WINDOW &ADE AWING No 17-107