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HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D0 HAS BEEN VERIFIED FDA COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTERSYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE . ABA MENTIONED CODE, FOR A BASICWIND SPEED REQUIRED BY 114E JURISDICTION WHERE SHUTTER WILL BE 1NSTALLEO WITH DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7—i0 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, .ULTIMATE DESIGN WEND LOADS DETERMINED PER ASCE 7-10. SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS_ BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (A -SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 do 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, 'A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS OR USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1:60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V_ ACCORDION SHUTTER 5YSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD ATL REPORTS: HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER —HV BLADE Q J02T4.01-03, #0715.01-03, $1004.01-05, #1214-01-05, J0317.02-06. #0609.01—IG AND #0210.01-11 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).& 91226.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE —HV .WINDOW BLADE 0 #0505.01-D8 AS PER ASIM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND #0725.01—Be. AS PER TAS 242 PROTOCOL 2. HV BLADE'&AND FP! WINDOW BLADE © ARE ENGINEERED TO WORKS 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 8E �14x275• AND (114x1.75• RESPECTIVELY, 410—M MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 WITH ksi YIELD STRENGTH .AND 768 Itsi TENSILE STRENGTH. PINS SHALL BE COATED Y/ITH .BMTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING' APPLICATORS. REGISTEREDDWITH AlAERMlNN SHUTTER SYSTEMS 0.550CIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD., 4• ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER _ A5 INDICATED ON. SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6C63—T6 ALLOY IS 30.0 ksi AND 35-7 "ksi FOR fi005—T5. ALLOY: 5. AL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W .MIN. YIELD STRENGTH AN 90 ksi .MIN. TENSILE .STRc—NGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINTMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BEAOE O : 12.13.14,15 AND 20 HV BLADE 0 & @ 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, METAL SUPPLY, INC. IN WHOLE OR 1N PART BY' U.S. PATE14T5'458,179 ISSUED TO EASTERN 9. IT SHALL BE THE RESPONSIBIUTY.OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS .CONTACT WITH THE BUILDING TO PREVENT YAND/RAIN INTRUSION_ 10. EACH UNIT MUST BEAR PERMANENT LABEL. AN A VISIBLE PLACE WITH IVAR14ING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO CENTERMMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS_ IT. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION, SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 PLACED FOR .EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE - OF FLORIDA BUILDING CODE ONE LABEL SHALL BE 12, BERTHA H.V. ACCORDION SHUTTER SYSIEMIS INSTALLATION SHALT COMPLY, WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (9) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE T14 SITE CONDITIONS DEVIATE FROM THE P.E11. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LOPE SAFETY OF THIS PRODUCT, BASED ON THIS P.E THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.—D.— PROVIDED HE/SHE TIDES NOT DEVIATE FROM -(C) THIS P,E.O. WILL BE CONSIDERED INVALID IF ALTERED By ANY MEANS; SPECIFIC PROJECTS SHALL EER WHICH RESPONSIBLE FOR THE PROPER USE OF THPREPARED. D.. EN NEER OFRRECORDEACTINGNAS AODELEGATED�ENGINEERLTO 111E PELL EDTMENNGINEER OF RECORD EER SHALL SUBMIT 70 THIS LATTER THEFOR THE RSDE WHO WILL REVIEW. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET .2 SYSTEM. COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2• tIv 9-AIDE () AND HtF WINDDW Mffit tiel (WHERE APPLICABLE) 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 HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END, CONNECTION DETAILS 1-6; CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET IT ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET t4 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION "DETAILS S-X, W60D SHEET 17 END CONNECTION DETAILS 7-12 "& X, WOOD SHEET 18 TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW 3ME in ONLY INSTALLATION DETAILS. METAL STUD WVALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS .IN THE STATE OF FLORIDA _(e) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD --- --- THAT PREPARED ET. ------ -- ----------''::3�9gaag�'�,<_ -- — ----- - ---- —---------=—FLORIDA=BUILDING=CODE(lion-High_Veiocitq=HucricslL 51 1. . •• .. '3 E 02017 TILTECO, INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HV. -n,, A a IL E C O tfrc. S S■I�. Accordion Shutter Sy �; �b t. TILUT TESTING & ENGINEERING COMPANY ,� ! American Shutter Sysfarr FLV. MADE #1 W/ OR W/O FLI/. 4NNtlOYY B -. l tP a • .`� t4 •., _ �, , R +� 6355 b.N. 36m. 5L, Sfo 3q5 IRO%,1A GARDENS. FLORiCA 33f6 Pha7e: 0*8'J1--l550 Fe:: (305)871-1531 Association, Inc. 4268 Westroods Drive N DESCRIPTION DATE DRAWN By. Y OLD" 1$-085 717Y1GATE: 07, l ...... 40 a —maw 6GM66719 West Palm Beach, FT_ 33407 3 RAM �,1 -_ P.E. 5PALJSIMTURE/DATE TIALTER A 'RLLR Jr_ P.E. FLGRDA UC, g 44167 4 5 T^{ 3 0 3�i,• r Isa O o O✓ as @4 Q71" OLID — y �HV UNIVERSAL FLOATER US'=F_5" gl7g QUAUFIED FOR USE W/ HV BLADE' fN[fOW BLADE* 6005-TS ALLOY AND TEMPER LIMITATIONS OF USE OF BLADE i@ ON SHEET 19 6063-T6 ALLOY AND TEMPER `HV ADJ. FLOO��RgCK QUALIFIED FOR USE W/ HV BLADE •r1i 6063-16 ALLOY AND TEMPER 3.228" 1.500" .085' 1 TYR)' t ,^yf 4.847' i 0 HV ADJ. ADAPTER W, LIP QUAUFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER J H- DIRECT MOUNT QUAUFIED FOR USE W/ HV GLADE 1 6063-T6 ALLOY A TEMPER (_8MV WALKOVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY XVO TEMPER �1.../ HV CEILING HEADER 1� HV HEADER,�SILL HD CEtLiNG HEAt7i=RSILL QUAUFIED FOR USE W/ HV BLADE('ItONLY, QUALIFIED FOR USE W/ HV Ell E�1 ONLY SEE SECTIONS FOR VALID 6063-Tb ALLOY AND TEMPE QUAUFIED FOR U5�!<`,"BLADE 1Q 1 1 HD WALL HEADER/SILL 6063-T6 ALL15Y AND TEMPER SEE SECA FOR VAUD(TY. QUALIFIED FOR USE V7/ HV E3y30Y AND TEMPER BLADE 0ONLY. X6063-T6 ALLOY AND TEMPER 4 F i 1 FPO[A I fiCPY MN. Y0t 2' 2' 12"i' 7" 0.062' 2' 5" MAX.4 1/8' j 1/8' • ;18 21 5MAXI O.f92" D.992' ! X 6) SIDE ANGLES f�� QUAUFIED FOR USE W/ HV ALUMINUM ANGLES t 2,5" 7' MAX. 0.190' • o;,sD" V _CORNER POSES BLADE i QUALIFIED FOR USE W/ HV Q QUALIFIED FOR USE . NV BLADE 6063-T6 ALLOY AND TEMPER. — — — BLADEt�TJ ONLY. — r5 2" 5" MAX.`0.139' 0.131' 6063-T6 ALLOY AND TEMPER j - 0 QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY At 9 =HV TRENCH TRACK `� QUALIFIED FOR USE W/ HV BLADE t 11 ONLY. 6063-T6 ALLOY AND TEMPER tot, 4 .•.WFq1 02017 TILTTA, INC: ®2017 EA57ERy METAL SUPPLY, INC. vY yra E ��lY - - - -BERTHA HYTM L E e o I Na. Q„ �, S,�� Accordion Shutter System xv. MADE w/ OR w/o H v wtWW e1aflE Z15 / American Shuffer Sy steals TILLtT TESTING .& ENGINEERING -COMPANY . N :DtScAIfM0N DATc DRAWN BY: L0. s e F . ti 8355 N.W. 36tih St, 61a 3D5� NRGINIA GMISEfCS. FLOWPA 3316 AssOCiCtion, Inc. 1 OLD 15-085. 7/27/11 CwTE: 07/27/17 Phone (305)871-1530 . Fqa : (305)871-1531 4268 Westroods Drive 2 e "•, 14 .• 14 a -mad: DRecada6f.cgm DRAWING No f`4 p/.�, RID `',`g, �i6 EB ppD6719 West Potm Beach, FIL 33407 3 t '^ d0 � '��,""`�9it WALTER A TR= Jr. P.E. 4 (�� 1 Q� P.E `✓ %ZA' E/DATE FLowDA uc s 4afs7 s SHFFF 3 P, PLM FROirr ELEVATION LOCKER FOR "T" LOCK CENTERMATE -QUALIFIED FOR USE W/ HV BLADE(1_'ONLY 6063-T6 ALLOY AND TEMPER (S EL I (SEE 1N LOCKING ,ROD A IFIED FOR USE W/ HV BLADE CII 6063-T6 ALLOY AND TEMPER 2 HV FLOATING CENTE �s QUAL16ED FOR USE W/ HV BLADE 1 & TQA� ONLY 6063-T6 ALLOY AND TEMPER (P° HV ORNER CENTER QUALIFIED FOR USE W/ HV BLADI 6063-T6 ALLOY AND TEMPER ONLY HV MALE TIT" LOCK .0 NTERMATE 4.566" QUALIFIED FOR USE W/ O BLADE�ONLY t[4� HV FEMALE "T" LOCK CENTERMATE 6063=T6 ALLOY AND TEMPER 1 QUALIFIED FOR USE W/ HV BLADEJ)ONLY 6063-T6 ALLOY AND TEMP6,-' 6063-T6 ALLOII AND TEMPER 3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV�,CIX 6063-T6' ALLOY aRD TEMPER t1/2' �f 11 ,g, P�isg j mVa WO17 TILTECO. INC. �rq. TILUT TESTING & ENGINEERING COMPANY • Q8}�I C'��. 1 4355 tLly- li . SLr 5fe. 365, !h GHA CAROMS. FLORM 33 (305)871-1530 . Fm : (305)871-1531 ' ... ....w- ie-ma®4-b E719.com �fQR?� V/ATER A Tf4)T dr. P.E. P F 1: V A TWO nATC FLORMA Uc 0 4067 1/4" THRE4 TO n & KEYS (CHRI PLATED) ® HV LOCK QUALIFIED FOR USE W/ BLADE Cl & @ ONLY. �321nivL SE 0 " 1/4 S.S. rn 49 HV "I" LOCK QUALIFIED FOR USE W/HV BLADE01 ONLY, G EWMEL P' D L BRASS MKOER ( rcwE OLa1EO) HV EGRESS QUAUFIED FOR I BLADE &c A TO — CREW D m � N t• ni .1 .825'i c' L 36O' AFTER RVETING "A-20 X -3 4" BEFORE RIVETING THUMBSCREW 1/4"0-20 RIVNUT* *SERES. 9444 AIRANUAI (2024 '(3 ANY) LARGE FLANGE THCI SHEET HASERT, PART'd. 0820. AS VANUFACTURM 6Y AVDEL CHERRY TWORN• PASiPPENY. NLW JERSEY 07D54 OR EOVAL ® .HY ALTERNATIVE LOCK M !m QUALIFIEDFOR USE IV/ HV BLADE 10 ONLY. 0.875" Min. 1 .125' Afax_ S4 HD LOCK EY RECENT HARDWARE MORTISE LOCKS SERIES 2333 .HOOK SOLT LOCK. QUALIFIED FOR USE W/ HV BLADE & `Ai Af S. S mA1. American Shuffer Systems Association, Inc. Q68 Westroads Drive West Pcilrn Beach, FL 33467 2017 EASTERN METAL SUPPLY. INC. rrr>• � � �>w ■ � 7 Tn( Accordion Shutter System H.V. RfiX #I W/ OR W/0 RV WIMM RXX AWING N/o� 17-1 V7 n SHUTTER ASSEMBLY SCHEDULE FOR HV 11 HV 6� . d HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING 'HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER .HV WHEEL CARRIAGE AISI-302-303 SERIES 0.8707x3/16" THICK NYLON WHEEL. 0:188"A AISI 302 SERIES S.S. RIVETS 4 HV I 3/4" ACCORDION PIN W/ #8 HEAD ®3 I HV 2 3/4" ACCORDION PIN W/ R8 HEAD 'k ® 1 POLYCARBONATE IMPACT RESISTANT HV WINDOW 'zv 0 1DOR N� 4 EXTERIOR 1�OR ®,�-® Dr HV.T _ W OR (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR. HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY DLrs. (2) HV PIN (9 MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (3) HV PIN ® OR 1@3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET @ 20.324' .D48" 1'•� TYPI ® 5. e> WNEEL CARRIAGE DETAIL N-T.S. 0 NV PIN @.OR (4 EXT BLADE'S KNO (SEE NOTE REGUIREME ASSEMBLY LAYOUT N.T.}: -- nA " aVd lli�•. ''?ify a G2617 TILTECO. INC. 1$ TILLIT TESTING & ENGINEERING COMPANY C(,rat A MS Myl. 3Btp. St., St.. !0S, %RaWA GARDENS. FLOPOA 33 �, Pion : (305)a71-1530 . Fos : (305)B71-153i ,�r�}pp���,p{11 �5IS t11' o-mat rit�o@qoi.com /A NAIL i%all EB-0006719 <. WALTER A'TILLR J, P.E. FAI /, Iir IlTI IRF/nATc FLORVA Ui §.44167 BLADE'S KNUCKLE (T'p) 2 7/B' TAN, CLEAR SEPARATION EXTERIOR O6Z5 .1875' ��JI BLADE .062VtFM2-0625�.0625' + 5 ON GI 2 1/4' � NI TYPICAL HV WINDOW BLADE.-1& AND l POLYCARBONATE HV WINDOW DETAIL IN.TS.; *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROL©N 3103 POLYCARBONATE 12' MIN. C1F14CE RESINS, UV -STABILIZED GRADE OR SABIC TO BLADE INNOVATIVE 'PLASTIC LEXAN 103 RESIN_ I (SEE NOTE 'F" ON SHEET 19). POLYCARBONATE SOURCES FOR APPLICABLE hour TWILL fROPB7fMTr F"EREtaCE 4uG.c/s.a¢ Futx NANNmIw star usA 1m Wiz. Eta: 6PmTc GPk4r/ iSIN D792 0.0t3 4/i+ OSt43 ml n' MS>IQp i. TENSILE I1EL0 Sr,,N M ASN DOS SAW Psi. 9.5GD Psi. P 7G1RAL trWD GTN AT YIElL 'AS'Dl MW 12.5GG P.ti. UAW P.SL F MWL U0nv 1S I1 ' AMA 0790 340.DW PaL 3 5.6W Psi nroTGrfE6 r4W F rl-i' MNC IXMKamrmm- ASm. 0256 18 Fr-v/ 17 FT-Ibrn S.UCkE GENSAy ASW 02813 472 E45 &W Pwr of 60ht8NG AM 005 C-i G(I`°S C-1 CLASS SftF ItTMN AS D1929 10407 9P -F °w' rN�'" ASAt G/SS 70ZLE STrZZM A`rER: WFATHIEIW AS70 638 9302 p6t 884U D.si. 7ENSA.E SIRE`rS tz'"FbRE GFAPQt\G ASIU S39 8661 aPi. 6PE0 Ds.i. AAwS.A. American Shufter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02017 Ek;fMN METAL SUPPLY, INC. BitRTHA Hvpf .Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNWW BLADE 'AWING No f7-107 Cv- 'S. A'+ .+ t 8+vim+ �iA1 P.E. ra s 'NOTES ON HV LOCKS AND CENTERMATES- i. wDATD1iY =DMON it ONE HV LOCK �,& 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 105', AND FOR INSTALLATIONS T ANY ELEVATION_. HV LOCK 'L0 or rqy MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @1 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. 2. ��: IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 0 OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTOWTES Lt�1r OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATE ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION A2 (VALID ONIV vfi4rm uewneTnnv PAKUNMAIJ A. ..........r., __. __. OR t I.Au��5�w/IWo Hy LOCKS)• LOCKING If BE USED IF DESIRED TO ENHANCE SHUTTER MAY ALSO BE USED AT STACKING POSITION MAW, OF CORNER CENTERMATE 02017 TILTECO, INC. NOT REQUIRED AT AN 4. MANDATORY CONOTDOIit ONE HV LOCK ' ! SHALL SHALL USE AT CORNER OUTSIDE FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK (2_4 or @ SHALL BE USED AS AN QUFSIDE OR INSIDE LOCK, ATTACHED AT TOP & T80�M SCORNER HALL RENUSEp LOCTE ATION F4. LOCK $HALL2 BELONG AS INDICATED ON. TYPICAL TWO LOCKING 06DS ELEVATION.� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 121 OF 1/4"0-20x3/4" S.S. THUMBSCREW TO ---- - - — ---- �— 1 •'���� —1 `� ""'c LV�M. AIIAGHMENI SHALRIVNUT AS SHOWN ON SECTION HVE, SHEETDONE LOCK SSMALLILL BE USED BE /2EOF/SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. S. MANDATORY CONDITION FOR KQ5MK MOURTING INSMIARM ONE HV LOCK 0 or 6 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPAN$ UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ or Ca MAY BE USE AS AN INSIDE OR .OUTSIDE LOCK, ATTACHED TO Q1 or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR-@ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES 1. SECOND ALTERNATE TO MANDATORY CON"' @I VALID ONLY FO_�'i' TOy�Q A1,D Eti Lem ,F'a ONE ALTERNATE HV '- TACK da" MAY BE INSTALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND T LOCK @ TN ANY ELEVATION. ALT�RNAE LOCK MAY BE USE AS AN WSIOE OR OUTSIDE LOCK ATTACHMENT OF LOCK ®MCLl10E5. USING REINFORCING COCKER i27 , AS SHOWN ON SECTION kiVG, SHEEP 9, WHICH MUST'BE CONNECTED TO CENTERMATES CB AND �`9 W/ 1/4'0-20 `x i 1/2" LONG S.S.. THREADED BOLT . WHICH x T BE MAXIMUM AB V!/ 1/4"0-20x1• S.S.M,S, INTO A ,,n IX.5/B' RWAUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIM(1M ABOVE AND @FLOW MIOSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY. *NOTES ON H LOCKS 8c CENiERMATES! 7 N. U S4 x (�.jb c.EN(ERMATES t3� OR'32 Wf lil ONE ALTERNATE HO .LOCK 3 MAYBE USE IN LIEU OF HV LOCKS. OR �-!& FOR ANY SPAN AND INSTALLATIONS AT �A,N,Y ELEVATION. ALTERNATE.HD LOCK ;R MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HD LOCK C: TO & IS W/ 3 08 x 3/8' F.H. 4.S.M.S., AND INCLUDES REINFORCEMENT INSERT U AS SHOWN ON SECTIONS Hag-Hve AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT M10SPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPANL USE OF LOCKING RODS s&-V IS COMPLETELY OPTIONAL.. T 3ECOimc TILLTT TESTING & ENGINEERING., COMPANY 63M NX 36th. SL. Ste.. $05. %.Ww GpD-,NS. FLo;,O, 33 Phone : (b051871—TS3a., Fox : (305)871-1531 e—mait; tiltoeo0 .Com E8-000671s 1PALTER A 11LIT Jr. P.E. FLOROA Lie. # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes(roads Drive West Palm Beach, FL 33407 @2017 EASTERN METAL SUPPLY, INC. -mi ffa. ■-zes: "rTM. Accordion Shutter S, H.V. BLADE #1 'W/ OR W/la KV. WIMO AWING No 17-107 D r EXISTING r CONCRETE ANCHORS (SEE. SCHEDULE ON SHEET 13) I 11 H -WALL MADER INSTALLATION i To 1SP7.W1i0e I N MASS (SITE I I 11 FOR 8TL A ON SW 19 FOR Ovum B'% / CONCRETE ANCHORS TE J (SEE SCHEDULE ON SHEET 13) LOCK L% HY WALL SILL, INSTALLATIQN i� 2' -_ Max. ,1 -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Q@w & EY5i0NE (SEE ItDOhmNO ©ONSHM 7) 1" OPTIONAL USING 9/4'-20 NUTS \6� 12"//O.�C. SI' OR {151 Max, OR (�a MIN. SEPARATION TO GLASS (SEE, SCHEDULE ON SHEF, 11) EXISTING I 1 HV WALL HEADER INM,LLATIQN + KEYSTONE 0oRg* MIN_ SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 L i EXISTING GLASS—+ OPTIONAL D. i ..•j ,i/2r -- — 1- SEE SHEET 4 FOR TYPICAL SHUTTER ♦ E. D. =EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) 2- 1d0UN0h'G SECTIONS CAN 6E COMBINED ( f IN ANY WAY TO SUIT ANY :INSTALLATION. ?.E. 0 /4" Max. —j3 0A 1/4`0-20x3/4" S.S. PHILLIPS TRUSS HEAD } ��OR'IS. etir�l MACHINE SCREWS USING 1" 1/4"-20 NUTS 0 12" O.C. 1.hn. - 1 NCRE(E ANCHORS (SEE SCHEDULE ON SHEET 14) Y WALL SILL INSTALLATION ♦ SEE LIMITATIONS OF USE FOR BLADE 1A: ON SHEET IS ro % e 02017 TILTECO, INC. 0 tL ECO��s. 9/.=� s�� • � TILLIT TESTING 4 ENGINEERING COMPANY A,r i° 6369 NXf. Mh- at., Ste, Z05, VIRRIINA O.RDONM F1069A 33 (� Phane : 005)871-1530 . Feet : (305)87I-1531 e-ma1: 6Ltem690oLmm EB-0006719 WALTER A. 11LUr Jr. P.E. IATI IRE' InAT'r FLORIDA l.Ta. 0 44767 POURED CONCRETE OR CONCRETE BLOCK REQUIRED ?J- �- -- 1/r2� r= Ir / ,eor J 2" �• , 1/4 C-2Ox3/4' S.S. PHILLtf?S L-( EEC SCHEDULE ON —TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEET 13) V7/ 1f4"-20 NUTS 6 12° O.C. OR: CONCRETE BLOCK aHV WALL SILL INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MIN. SEPARATION TO GLASS >EE SCHEDULE ON SHEET 1' 1/4.0-20x3/4- S.S. MACHINE SCREWS Y1/ 1/4"-20 NUTS 0 12" O.C, .. T" _ q) HV WALL HEADER INSTALLATION MIN. SEPARATION TO CLASS EESCHEDULE ON SHEET 1' OPTIONAL OR Q1 Max. INSTALLATION DETAILS W/ T) HV BLADE -- __— -_-FLORIDA-BUILDING-.CODE_(Hon-High--Yelocit_ZL ©2017 EASTERN METAL SUPPLY, INC. BERTHA K"11-VIFTpi A■S.S.A■ Accordion Shutter Systej H.V. RAM #) W/ oR W/o IJv WINDOW BLXX American Shuffer Systems _ N DESCRIP80N DATE DRAWt1 BY. L.C. AssociafTon, Inc. 1 OLD 1s-Das J27/1 DAZE: 07/27/r; 4268 Westroods Drive 2 DRAWING No West Palm Beach,. FL n407 3 4' 17-107 POURED CONCRETE REOUIRED C I I XISRNG � 6LA55- -i i TO L eASS (nav i iD LASS SCHODULE ON litl alT 1 a tle i17DA i ON.----Er ®19 s� CGS HV CEILING i m EXISTING — GLFSS r4' HEX HERO_ tVr Q. 9' O.C. 0-20 S.S. M.S. NUT a 9" O:C. 1 CONCRETE ANCHORS (SEE�SCHEOULE ON SHEET 13) I MX SIRAReM TO - QLASS ORSI EDGE OF 11 Fv1 �(D /- SLAB IF r ON S ,Mr 19 FOR E D'k APPUCABLE EXISTING ` HAAS(D&® - ; GLASSf ALTERNA ANCHOR LOCATION 11 OR. 13OR15 _ I 0 OR @* OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 7/8 (2)HV RAINGUARD INSTALLATION F79R COMBINATION OF SECTIONS: E. D. kla 4 FOR TYPICAL SHUTTER (SEE+E EDGE OF --I STAB IF i APPUCABLE � T- EDGE OF 'SLAB IF 0 OR � x EXISTING G1A55— 1 / 1/2 LR'; HV FLOOR INSTALLATION t V4' HEX WASHER HEAD iCREI'jS & 12" O.C, RETE ANCHORS SCHEDULE at, SHEET 13) EDGE OF -SLAB IF i 1 1' S.N. SEPARAWN TO CLASS scnmOfE ONL'UD I s1�Er 11)EXI_AGLASS / ' $,I EDGE OF SLAB IF APPUCABLE APPLICABLE CONCRETE D *� REOUIRED FLAT HEAD. CONCRETE ANCHORS (SEE .SCHEDULE ON SHEET 14) � T ) HV WALK —OVER INSTALLATION I YA, 5(➢Ir'I,laak 1 , T -= av sntr 1 O ' i r ,1 I I 1 1 ii I L c CONCRETE ANCI- 1 (SEE SCHEDULE EXISTING G--- m a.Lss ..AS�,r- ua. :0 r (StS SaaAllE b, 5. 1 `CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REQUIRED U HV WALL FLOOR INSTALLATION nm: DISTANCE TIONS ON SHEET 13) lOx3/4' HEX iE..:O.* : . •. VMSHER HEAD 7EK SCREWS a r._�-.T_ fa, 12' O.C. .. F 1 T I 3/8" 1 4x3/4" SD.S. ).' 1 ,"_ �=.._ 9" O. C: ....i --- 1/4'0 wI F&VEN'ER9 TA 1 3/4' !EN O.C. FOR UP 1 O 4- .E. FOR S 5'-0' UP TO SEALANT AT EYE EDGE OF SLAB F APPLICASIL POLIRED���r' CONCRETE FIAT HEAD CONCRETE ANCHORS REQUIRFD (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET I )/4• a E, Max. L i x' J \`L$74x3/4" F.H- 5.0.5. 3' O.C. SEE .NOTE 13(6) � ON SHEET T_ POURED CONCRETE ON SHEET 1NOTE 3�) DR CONCRETE BLOCK REQUIRED L j HV WALL WALK —OVER INSTALLATION I 1/4-0-2W/4' SS US: - MN'j 1/4'9--20 NUTS 0 12' O C. EWNG NOR �2.00' MIN. STRUCTURAL } 1^ j WALL 7RIM (DEcof t< E D.. SILL) MIN. . -POURED CONCRETE REOUTAEO (R)KEYSTONE MOUNTING INSTALL ATIQN WXNW A.S.O. LESIGN PRLT,SURE:.+0+. 72 Psf MAXILIUTA SHUTTER $PPN 6'-0' .THIS INSTALLATION SHN1: BE REMOVABLE WHEN PERFORMED ADJACENT TO AN. OPERABLE EXIT SEE LIMITATIONS OF USE FOR ORENTRANCE6111DE 1A ON SHEET 19 INSTALLATION. DETAILS W1 9� HV. BLADE 9 1•.Ck-{R—rr.. �r - I •'•` •• 02017 TILTECO. INC. a:. - - - - . - 3 �� S: ECO1Nc. A.S.S.A Am TTLLTT TESTING &. ENGINEERING COMPANYeEFCa11 Shutter Systems �A / jik,' M5 N.1K 3SU. SL. Ste. J03 NRMYNK GAROagS. FLb"A 33M Association, Inc. wtl0 z r P1ro0e : (305)VI-T5i6 Fox (3Os)s71=15a1 4268 Westroads Drive. i'0kAL w�,� 11a e-mall; t11teG1G"I.,0M West Palm Beach, FL 33407 <�er!!e+•reI�O FS WAITER .L TILLr %Ir. P.E. .E. SEAUSIGNATURF/DATE FLORIDA IJw 0 44167 � G711I EASTERN METAL.;SUPPLY, INC. BERTHA HVT. M Accordion Shutter System H-V. BLPDE #1 W/ OR W/O KV. WNI M' BtaOE V. NJ DESCRIPTION I DATE I DRAWN By: LC. 1 I OLD 15-OaS 7I27/1DATE. 07/27/17� 3 DRAWING No I 17-107 SEE D WALL 0 UT 9� I (6065-T6 ALLOY) RLtB,{, ANGLE W/(2) '1/4'0 TAPCON ANCHORS TO CONCRETE { (TOP/607TOM) do { (4)!)10x1/2" S.M.S. TO TUBEi A7 EACH ,ANGLE (TYP) ! ji i 10+1U5�0"1�3�1©+©oa EXISTING �+ ®°AQ"' @m@, Q 41I GLASSGL �+ �� 19 .0°a 19 • Q i 1`E% MIN. =SEPARAVONt' ©+ Q w rJ TO GLASS OPTIONAL (SEE SCHEDULE ON SHEET 11)_-. - - (INTERIOR) OUT IN SHEETS 70 & IS I�' u` EXISTING GLASS { INSTALLATIONS W/ 1 HV SEE NOTES ON LOCKING RODS 3® HV LOCKS' or 2® ANDr ALTERNATE HV LOCK ® ON SHEET S. ** BLADE W HV CENTERMATES BLADE SLACK DETAIL HVF IS VAUD FOR ALL CEMERMATES APPLICAT10uWRH BLADEQI SEE END WALL 0NNECTIO ©,O , QM®,O+Q°a -7 EX SnNc GLASS t DETAILS ON SHEETS to & 0+Q°a@+@mO+Qe2-------------'--- --- ---- — — — — — — — — — — — — — — — — — — — — — — —-- +:9°R-@+:Qoa 19+Q i 3 1/4' 7" 1/z- °a©+® OPPOSING CE TERMATES { SYMMETRYCAL ,Dx3/5" s.Ms: 12I D.c, FULL LENGHT. I W/ HV LO P ¢51 i CENTERMATES � W/ HV LOCK 2�4i or �` MIN. SEPARATION To GLASS 35 * El I Er); 3'ON (SEE SCHEDULE SHEET +,) OUT Email (EXTE� RIO HVB — — — — — — — — ____ 9iQa SYMMETRICAL * INKrs CENTERMATES * �EJ I Q, Qm W/ HV LOCR 2 / OPTIONAL I la /na 7 (1+JTFR30R1 +aca „ HVE s�ti S C r .i�' • ?'�. Z2017 TILTECO, ING. q �:. 1L ECOmc. TiLLiT TESTING &ENGINEERING COMPANY ,$` 5355 Mi. 3Rn_ St.. Ste. 305, V1RMICA CARDQJS, FWWA 3316. . �., ,p C` e66 ENPh°ne : (305)871—:1530 . Fax : (305)871-1531 '/1,'ihV i¢ a —man: tBtaco9aol.com yn .'•oi I4A�et WALTER OTL16•ITiJ,, P.E. oe,at *FICA FLORIDA 11C. # 44167 P.E. SEAL/SiCNATt1RF/DkTE OUT I Q :A O°a® 10 TO MIN. S (SEE Qax19+Q ON S az t�+ fiA1 OUT A.SwS.A. American Shutter Systems Association, Inc, 4268 Westroads Drive West POIM SeOCh, FL 33407 J � JG GLASS ARATION -ASS HEDULE ET 11) I� 6 1/ MAX. SLACi HVF** r-POURED CONCRETE OR t CONCRETE BLOCK WALL i REq(1j,REp 1 Lc BETE uuC+i so O.0 =t m 2017 EASTERN LIETAL SUPPLY, INC. BERTHA HV-,,, Accordion Shutter System RV. BLADE #1 W/ OR W/O H.V. WINDOW GLADE AWING NO 17-107 3 s/w 0 * SEE NOTE fi FOR HV fACK® , 'i' LOCK, ON' SHEEP t SERtES 9K4 Ai0iJ1NUN 2024_T3 ALLOY) LARGE FLANGE WN SNEET NU—MM. PART j 0820, AS MPNUFACTURFD 13Y AVOEL CHERRY TE)aORN, PARSrPFF}(Y, NEW JERSEY 07054 OR EQUAL EXM0 %AS$ GLADE(DSIACK DETAIL MIF, U4D=Mo DN SIM e, AS VIM AS JNNERSAL iLOAnNG 61R0EC) DETAIL PDO-NYD , INDICATED ON THIS SREET, MAY DE USED 1NTH THS ALTERN.4 INSTALLATION DETAIL fNG•.SHD%N RV THIS SHEET - INSTALLATION 01) HV BLADE W/ HD CENTERMATES nsL L—.—_..------------- ---.—_--------_—_--_— j rOPf10NA1) iULL 1ddAiT. /30 HV "T" IN (4)HY. S -- (4) f OLOCK (INSIDE) RNS (Tm.}-A--��� ,.PINS 30 HV "T" LOCK (OUTSIDE) 14 3' w OUT 4" 0-20 x T 1/2" S.S.M.S. 7 7/8"0 x. 3/32" WINGNUT. HVG* HDD—HVLJsa FLOATING STACK t,/ o 02617 TILTECO, INC,--- a li. ECO�N�. TILLIT TESTING & ENGINEERING COMPANY •' _'aQy 144� 6355. 11Yt. 35th. St. Ste. 305. V GNM CiR -. 11DgW 33 fie Phone -, (305)871-1530 . Fax ! (305)S71-1531 �. 60 a -rack 0ite edol=m r/Tfl ES-WO6711) WALTERR A. TILUr Jr. P.E. ri =7 hl eTr FUDRVA Lie. $ 44167 (ano a) HDB—HVR OUT SYMMETRICAL HD CENTERMATES iy1O LOCK (EXTERIOR Q.S.S.A. American Shutler Systems Association, Inc. 4268 1Westroads Drive West Palm Beach, FL 33407 HP-C--HVC SYMMETRICAL HD CENTERMATES W/� LOCK (iNTER�f3 'SEE NOES ON 1,OCAe,NO RODS ( h tO SQ UJCRS OX 91c'E s t4YVam FLOATING SLwF0 ErIxt Y.6e-fND IS VAIM FOR AU. I£N10'd r,, Ap,=TCFS %M PLACE O ©' 2017 EASTERN AlETAL Shl� G BERTHA ccordion Shutstem [::j M#1 W/ OR W/O H.V. WHIM BLADE -- ---f--+DRAWING No _ 17-107 POURED CONCRETE OR '`--POURED.. CONCRETE T— - CONCRETE BLOCK WALL !` i OR CONCRETE REQUIRED - �� BLOCK WALL REQUIRED •r _ J s" O.C. � —EXISTING GLASS EXISRNG GLASS ­! -() %CONCR&E I_. _ , f , • 2" MIN.. _ Alt ED r EQ ,: TO MASS (SEE i0 GLASS (SEE ,. SCHEDULE ON SHEF, i I i11 SCHED,AE ON SHEET 1/16"x3" MAX. AM ION SHEET 19 FOR 17 FOR'FiADE QANp (60S3-i6j CONT &P➢ESQ&® (LOCATE AT EITHER, SIDE l.7 : ON SHEET 19 FOR - 8``��&' t ALUM. CLOSER _ PLATE (LOCATE 1/2 Of 6O} AT EITHER SIDE W& 4 /2" FAN, { OF®) } I #10x1/2" SM.S. `--� ------y'' #tOxT/2" S.M,S. ' c 16" O.C. ' ---- 0 16" D.C. 1! ----- ,( _ < SEE DETAIL X FOR SIDE CTOON �� ®♦ I OR �� 3 SEE DETAIL X FOR -� ©bR TEc ®� RACKS t..®w�w.6 •'7 "'8` f0+®a+ SIDE CONNECTION TO TRACKS n .� c _ -. _ e ., -Cl_ 1 I END .CONNECTION DETAIL 10 .EXISTING GLASS MR. SEPARATION OR eo�� 1 B' O.G. r -^_ 1/2" MIN. lr--- / I POURED CONCRETE OR OR Cl, CONCRETE BLOCK WALL REQUIRED I ON 6L 12" O.C. ; ` •' Ed 2" MIN. I I _ POUREO CONCRETE OR CONCRETE BLOCK WALL REQURED- r7— _ . r-EXISTING GLASS Mn SEPARATION TO CLASS (SEE sCHEDULE ON SHEET f 11 FOR SLADE,(DANI) r —0N DES 1/ 19 FOR t . BLADES Q� + USE 1" OR 2" MAX. j Y..- (AS APPUCASLE)x2"xt/8°xO'-2" L ALUMINUM CLIP ANGLE 1 (6063-T6 ALLOY) AT M10HEIGHT IOx1/2" S,M,S.-TO®& j MI/4`0 TAPCONS ANCHORS TO .; WALL Al i" O.C- (LOCATE AT EITHER SIDE OF®) i SEE DETAIL X FO 4 SIDE CONNECTION I•�m TO, TRACKS I DETAI .L 2 END CONNECTION DETAIL r7 POURED CONCRETE OR S BLOCK WALL /_ EXISTINGREQUIRED GLASS 4 MA s4mm"I Y y--- '•� 1 f2° MIN. i TO GLASS (SEE_ S.1iEVUlE ON SHEET 11 FOR BLADE ®AHD, ON SHEET 19 FOR _ BLADES (D& 0 LRi�IIStk� .®a PLAN POURED CONCRETE OR CONCRETE /- BLOCK WALL REQUIRED -2 'MIN.—E)OMING GLASS LAN. SEPARATION TO GLASS (SEE 'SCHEOULE.QN SLEET 11 FOR SAX ([)AM au SHEET 19 FOR j ; BLADES 10& Q A END CONNECTION DETAIL Q A REQUIRED ONLY FOR SPANS. GREATER, THAT: 12'-0" OR IL OR�OR� VIEW Y DETAIL X OR®OR O OR QORQ3 OR 61 OR OR ©ion nLTECQ. INC. ©2017 EASTERN METAL s11PPLY, INC BERTHA HVTM - t L E C� A■ S m S ■As Accordion Shutter System kV. � #1 Wi OR Wia H.V. WINWN �E ~ °; ° Americon ShU#feE S ems . N DESCRIPTION DATE DRAvm 8Y: Lc. rL}. pp .� �.. �a TILt_IT TESTING k ENGINEERING COMPANY y �•°•. ` 1R ;y SM N:R, 361R SL, St-. 303. L111CMLA CANDEMS, F70n10A 331E Associatlon, Ine. 1 OLD 1$-085 7/27/1 DPADAT07/27/17 %7t Phene : (305)871-iS30_ Fax : (305)671-1531 4268 Westraads Drive 2 '............ ° "s °°@ar;F a-mmT:lRfeco®ao.cem West Palm Beach, FL 33407 3 _ DRAWING No l!!a re-wD67,s 17-107 .�°''gara.f�trsar� WALTER A TLUUT Jr. P.E. p. . P.E. SEAL/SIGNATURE/DATE FlA Uc. 44,67 s cuccr MAXIMUM SHUTTER SPAN' 'L+" OR '"L (7t) FOR INSTALLATIONS W/ C'FNTFRAIATFS, ® & ® or or W/ ONE H.V. LOCK ®or or or HD LOCK ® W/ NO LOCKING RODS or CENTERMAI@ 280,29 W/ ONE 1-0-f- LOCK 30 WITWO LO(ONG RODS 35 NNT1r(7O177P��ee& tt8OTTOM 16SEE /� rKwu�w CDNL'REI7-& 1DO INSTALLATIONS 0 A.S.D. QES'GN PRESSURE WALL MOUNTING FLOOR/CEOUNG IaOUMNG 50 MAXIMUM SHUTTER .SPAN* "L+' OR "L (ft) FOR INSTALLATIONS W/VE ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES t. tt). Asa c6�, al INSTALLATIONS RATING vmu t.IOUNiING FLOOR/CEILING MWNONG n'- , Tt`-4". IT_ 1. 65 1 IC-10' I In, - t 10 1 8'-4" I T-7" I 1 115 1 8-2-1'-3' 6'-4" 6'-1 t" L_ _120 1 8'-G' 1 6'-11" 1 8'-2" 1—a•-e" l 1 125 17'-IV 1 6'-B" 1 8'-0" I W-5 1 160 165 170 6'-9" 175 180 185 6'-5" 190 E'-4" 195 6'-3" 200 6'-2' — —205— -r•-t= 7'-1' 1 6'--7" 1 1 .160 1 6'-11" 6'-5" 5'-10" SCHEDULE #3 XIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS SYMM (CAL CDITERMAIM & ONE HV LOCKS OR W/ NO LOCKING ODS (VALJO FOR MOUNTING 11 SHEET 7) e�AkMWd CONCRETE , A a DE3GN INSTALLATION5 PRESSURE RXITNG FLWR/CMAIG MOUNQ7NG +A (OR -3 FLOOR/WALL LIOU+TNO 4 + (RJ r L - (Pa 30 i6'-O" 16'-0" 35 75'-2" 16'-7O' 40 14'-2" 15-2' 45 13:-4" 14'-3" 50 72'-3" 55 6D 10'-2" 65 70 61-9" 9-4" 75 - 6,-g" 1NSTA! LATI_ ON_Id(zENp CONCRETE & MANSORY W000 WALL A, 8, C, D, E. M, N, 0. P. 0, MOUNTING - F. K & L R, S, & V. FLOOR/CEILING H. ( I1 MOUNTING ,1 T, U, W & X & M CS MAXIMUM SHUTTER SPAN 'L+" OR "L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 pst, A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED A]ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSHALL BE AS INDICATED ON MAN➢ATORY CONDITIO NOTE A5, SHEET 5. tt EXCEPT THAT MAXIMLNA S�OUTTER SPAN "L+' OR 'L-' AND MAXIMUM AS.D, DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LM41TED TO +64,-72 p_s.f_ AND W-O" SPAN, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" C10 HV BLADE 02017 TILTECD, INC. IL E C O INS. TILLIT TESTING & ENGINEERING COMPANY 6355 II.W.. Seth. 5L, Ste. 305. ViRGM GARD33S, FLB 331 FmBrre : (365)971.-1530 . FGK : (3G5)871-1531 e-mug: I1tgC0ftC1.cem Efi-GGG67f9 WAL74j A TIUir Jr. P.E. FLORIDA Lid. f '44167 A.S.S.A American Shutter Systems Association, Inc. 4268 Westroqds Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE-A.S.D. DESIGN PRESSURE R0NG: L-: A4AX: ALLOWABLE SPAN FOR A. GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CIVEN A POSITIVE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. GIVEN .A NEGATIVE AS.D, DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS WJ FLOORfCETUNG MOUNTINGS: FOR A GIVEN POSITIVE AS,D. DESIGN PRESSURE RATING: DETERMINE: L7+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= NW - .SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A3.D. DESIGN PRESSURE RATING DETERMINE Lt-= MAX.. SPAN FOR WALL MOUNIING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - MINIMUM BETWEEN "Lt+", 'L2+`, "LIT-' AND "LIT-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE .A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ,ANCHOR 2017 INC. Yftaws III"Ok nXTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 H.V. IMNDQW MADE AWING No. 1.7-107 Ell Y-O' 4,_0. 5•-0" a.-D. V 4' ImIfPlp[t�l7Cl9C Im@iF�t7®Qt ImQ7E1[•700C 11®inE�O®©C @ifli�l7E�iQC I@IDIQf,®nC Im¢>t1or:�1©n10 I®m0[)IMORE ©nE mIiUE�@0110111110 @f�OtmMIME n�m aMWI m10dpQOC mmlElal®OQeI MCI @a7i 3i>FQnE! 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Iwo OOnA' IIMLlEiQOpnl� mnpnsanol ®naAan01 onnnaQoll mnonranal 92®vae�Opi [Hai lei innQI0Qli01 E�nQQCInQI o0oiiiiapl av�ovai ®QQ®>aQIDI vo�looniiai Q20T7 TILTECO, lNC. L1�q v — �s ?� ;^ TILUT TESTING & ENGINEERING COMPANY �4} 0355 N.W. 36M St, Ste. 305, VO NIA GARDENS. FLOROA 33 40 Phone : (305)871-1530 ,. Fox : (305)B71-153I ,L y� a-ofd0; tneca®aol."M pEB-0R 111T WALTER A.� IiILIT 11.tT Jr..P.£. /nATC FLORDA Lic. f44167 ©© on FEW MC MCI ®110 1>d r&J1L'A rAa>ac oomolnn mo®nQ� nn=am®� �1mIf�1®no ml<ano®a ©Iv®000 ommoo� �m©nao oc�oa o �mon�o v®oloe�o I�nnmoro ©omnllao ®mono e�marvoo Qn®Qoo FiQE70f010 ��JJiippQ raolQ®nn �mana� �Iaanno S>f�dQe■s TAFCON OR TAPCON PJYTH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ['ZE:ELPArIAT1ONS OF USE FOR B1TA ON SHEET 14 HV BLADE OR n HV BLADE W/ _(W HV WINDOW BLADE WORKING IN UNISON mS. SnAw American Shutter Systems Association, Inc. 4268 Westrcods Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. -vr■... s ■ ■A.-.l7_1I TM. - Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1WNDOW RAM 1 OLD 15-085 07j27/17 OAIE 07/27/17 2 DRAWING No < 17-1�% 3,-0' 4,-0' 7'-0" 3' H (g) WALL SILL MOUNTING f�(G) OE f}()3 7 ' @ FLOOR MOUNTING ca�auYas�iiYRi7 UARRE IMMI Ilflmiflm®®CI IIlmmmE>1E7m® al®II7EiE'Jm6�i7E IEaFH®mL1iQOm®iSIE>ImF1iE �IEXIM ENIM 1@II3E3i7mOmRllamOmlOmEEiME30 Ei[![ Fi IIPlE[IE7iAEAEit�6lIf3II7LS®l iQEl!IMMEJl4E3E�i 1 OXE QtnmmQlE/mi�mEEIImIMEMERmmRlC I1f�i10E3D �E3ElQa IC7if3i�Ei[tC3�E&i m�iQi[70EltE�i© I®mll]1mQp IC:iE�iapElOm D ini@mp®E�ia3® I®mm�i©Qm 6l®>vir�m[Ei®a sat%F3QID��aO 1®illQpdQp tCl®i�'�7i�F�iEla ®IDDOF�ii#�Op IIWO FMMW f7mLli©C I®mIfl000p mFRE3" #ImE�C I®m©EMQQQtL!®mm®E!®ei90FMEEMCM aO IQMI; MAMMIMm®mOmF3QaII EXEMI 1L�LlOC Mumm©F7© ISImmINES 103E0D m®= NMAIM I� IMEOMRS QQafi�OF�E�E9Q0MMIDIME91 ImmQ-nnEW ai[1it300E33ilQQpaERUMNIE�IN I®EMME20 E311M m®E10"0O00 ;MMER Q)0mmMINX a11MMvl©OOa m®®QOQOm®"Raffm lOa M • OtlOa IL7Elw000Qp1010UN �E9 II�7mq©pEllppp ®m=L70QaEMMIM IJFiQ I018©M99 13FMa000O ®0mLE3E7lIa� M"MIEumaaa nm®EOMEN M0 MMIMM on mmQOQaO E©IMME" aMm-tlppQ D�Od00mmammm �0M"Ex==1@OQ F OaQQQ mmaA1019e7>CilamME39MEN ®OaQQQ®mEMMINA©iiaaMN21M 73isaOa Oa', �aOOQQQalmiuma 3QQa®m=2f 2= Oa [�QaQQQvm00�©l7Qa�ExxzmOaa va[�aQQia mFmQ©QQaa IL'EMtONNIMMi�Oa ®aOOQaO mIm®EE3000a mM�IOaaO ®aaaQQOEa©c�E�Qcslaa>Fs1lEamalaaaa aQaQQQa mm®C�QCIIQa MsmrfllQQa®a vaam�llvlo momaQQQa momaaaaa ooaea�aao �maaQaa dim®alQaaa Qaalaaaa mmlcltal�avo �iEjII®Qavaa I�acmlaQo MminaoQaa mm4aQ�IIIioI vaasaava Mwo WE-Mum®aoQanl mdj:1®oaana I7OOaf1aOO MMKAOOQQa i0G&iEllvavaQ ROOM Namsm"MQQOam�©oeQes [l I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. Pc. = 3 List) ea uDR PAd Fr'F?JD - Veil TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT,W. BUILOEX. (Min, Pc - 1/4'0 x 3/4- ALL POINTS SOLID -SET ANCHORS, AS DISIRIBUTED BY ALL POINTS SCREW, BOLT & SPECW,TY COMPANY, COf*c PP€Y.IN-� TAP'G04 11ASOE0 (ldrn. T'c = 3 Iml - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, ALLY- 2 k(M - 1/4"m TAPPER+ ANCHORS AS MANUFACTURED BY POWERS sl xFh FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & .SPECIALTY COMpA1NY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN S (Min.. Pe SHUTTER SYSTEMS All FONTS SOLID -SET = 3 ksi) ASSOCIATION, INC. BLUE 7AP 5W/ CAP NOTES: TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF-TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND.TAPPERt ANCHORS IS 1 3/4, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. ♦ Sf2 LIN ICNi4 CF USE FOR A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINIS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD etAue IA DN SHM 19 STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. - A3) IN W THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WfTHOLTr METAL STUDS CONSULT THENGINEER. FOR INSTALLATION INTO ELFS WFrI METAL STUDS SEE SHEET 20. .(a) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - .1/4"0 TAPCON.OR TAPCON WITH ADVANCED THREAOFORA7 TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.V1. BUIIDEX. - 1/4'm x 3/4' ALL POINTS SCUD -$ET ANCHtlRS, AS DISTRIBUTED BY POINTS ALL SCRESV. BOLT & SPECLALTY COMPANY, - 1/4"0 BLUE TAP CONCRETE ANCHORS V1/ CAP AS MANUFACTURED BY FLORIDA FASTENERS p1RECl. 7NC. - 1J4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS As FASTENERS, 7NC., AND D'STMBUTEO BY ALL POINTS SCREVI, 86LT & SPECIALTY COMPANY OR ANY OTHER LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE $LOCK OF TAPCON. BLUE TAP Vf/ CAP ANCHORS AND TAPPER+ ANCHORS. IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1% B:2) MINIMUM EMBEDMENT OF 1/470 x 3/4-ALL POINTS SDUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO S,YAL BE PERMITTED, i/4' 0-20 5.5, MACHINE SCREW USED SHALL BE t 1/2' LONG MINIMUM SHOULD STUCCO FJNST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 112) ABOVE, FOR INSTALLATIONS ON WWL SIDING OR EIFS WITH OR W, O(1T METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EIFS WITH. METAL STUDS SEE SHEET 20: (C) ANCHORS SHALL BE INSTALED.FOLLOWLNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATSTIIJC}IIP rna nNrunoc nvrt 6 AUINUs ARE VAUD FOR IY Mu LYING SPACING SHOWN ON SCHED EDUCED SPACING OBTNNED USING FACTOR MAL ICE TAPCON TAPCON �E THREADF( E.D. MIN. SPACING = 3' MIN, POURED CONCRETE & PDfL€D CTfiS CONCRETE BLOCK 44.L ED.=3' WL E-D.-=3 3" 1.0 0.90 1/2" - 0.81 2- - ,..,. 1 v 02017 MTECO, INC. i d b " TILLIT TESTING & ENGINEERING COMPANY r355 FL% 36M. St„ SSW. 3G6, VIRGIMA 0411W3IS, FLCRNA 33 b� Ph6ne.: (305)871 — IS30 . Fox : (305)871-1S31 yb a -mad'. flte o®c6l.com !1 4WALTrR DDOLL1ri Jr. P.E. 1ATC FLORIDA Luc_ R 44167 FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING TECHNOLOGY ALL'PDINT SOLID SET I BLUE TAP W/ CAP TAPPER t MIN. SPACING 3 3/4- 4" CING = 3' MIN. SPACING = 3 1J2' MIN. SPACING a 3' �&lE BOCK POURED CONCRETE & CONCRETE POURED CONCREIE & q D fE MN. EL=2 BIDCK CONCRETE_BLOCK CO'33E1E MU FA=3 f FEN: EO=3' 641 7 FA.=3 /Y Mi. E0.=21/2' 1.0 0.78 1.A 0.84 1 a 1.0 - - 0.67 1.0 - - - 0.51 - -- - - 0.35 --_CfYlDtfla-DlHFnurn-nnnrvu—...-. ._"AA ___.- _ A■S■S■A■ American. Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, .INC. a nft"■agK "V TM Accordion Shutter" System IM ELADE #1 W/ OR W/0 KV WINDOW MX E (i 5 CAWING No 17-107 I J_ v L 1 . e PW - POURED ixn Te e1 x N� tU4 i-WALK OVER TRENCH 1 TINGiLN .Qx WALL/FLOOR. MOUNTING QWALL/WAILK OVER MOUNTING, 7 DFSRI. t8Cd3PiE FRESSMPRfhG (Pd . DE5Wl1 PitSSufE R04� _ i0.. 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St. SII 305, 11R61.WA GARMIS FWPjDA 33 Phone : 005)871-1530 . Fox : (305)871-1531 ES-VC06719 ?�dAir•$�1141 L .1 t tell WALTER (,. TILT Jr. P.E. P.E. St`A1A3t�tSfiflJRE/DATE FLORIDA ix. ¢ 44is7 * SEE ANCHOR SPECtF1CgTIONS ON SHEET 13 0 VALID ONLY FOR UA Tfl +70, -75 PSF AS,D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET. 11 (J� HV BLADE ONLY A.SwSuAw American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02017 FERN hiETAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. RAM #1 Vr/ OR W/0 H.V, "MM Bt" 1 tAWiNG No 17-107 :S3 u F=:; PAN (t �� (N) '-0" OR LES SOUTHERN. PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=O.50 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS YJ& X . u5m 78z f c PAN M LM OM 1EGFE FKRE h" 44 30 40 6a 75 !0 05 30 4D b0 75 90 O5 12 70: iD 9 8 8 fi 6 6. 6 6; b 72 t0 10 9 6 8 6 5 6 6 6 6 SPRUCE. PINE FIR 'NORTH W/ MIN. G=0.43 1 WALL MOUNTINGS CEIL114C MOUNT T M. N, O & R FLOOR MOUNTINGS W& X sa ow IA VAEFf? g iAW(4 m R` Rm Rim b@'0 (Pi) ISG.[r'SL`i 30 12 72 72 12 12 12 12 WALL M IE>;H7S 4D 10 10 10 76 tD 1D 10 SPRUCE PINE FIR SOUTH W/ A+IN. G�.36 MOUNTINGS CEILING MOUNT T N, 0 & R FLOOR MOUNTINGS 1N& X Ftra9/+ir&R£ (P!j Rm1EG19F. PR' M WILL (�j 60 75 90 OS 30 40 0"0 75 90 105 10 9 8 8 6 6 6' 6 6 b 10 9 8 $ b 6 6 6 6 5 10 9 8 '7 6 b. 6 5 6 5 10 9 6 3.5. 6 b 6 6 5 45- t0 7 3.5 -- 6- 10 a - - b 6 5 .5 S 3 4 3 - - 6 b 4.5 d 3 3- 3 - - - 6 fi 4 -5 3 - _ _ _ _ - - - _1.5 _ _ _ _ _ 7/2" MIN, CDX PLYWOOD WALL MOUNTINGS P &Q _ D4?I 45i•X 3YY7+Tu PAr6 (p� 30 40 60 75 9a OS 6- 5 4 4 4 3 6 . 5 4 4 4 3 fi 5 4 44 3 6 5. 4 4 3.5 - 6 5 a _ 6 5 3.8 - -_ - b 5 - `6 5 - - - - - - _ -1212 B _ _ _ - B4O, SDUiHF7:N 2 W/ � ryUGG OM N£ �- SPRUCE MIN. G=0.55, 050 W/ W/ WALL MOUNTINGS B.O. S&V .• IIDgSE P[>sx PA7�) D9:11531DE PINE SPRUCE PINE FIR NORTH MIN. G=0.43 FIR SOUTH W MIN: G=0.35 WALL MOUNTINGS $40. WALL MOUNTINGS S&V S&V -•_---- PFfnt?f FAG: (� 4Y.•I N6!!.'r itfAliS FLLF �}I 30 12 12 72 l2 tit 12 7Z 12 4D 10 10 10 f0 70. 10 10 60 10 75 9 9 9 9 4 _ _ 90 $ 05 fl6 30 40 6- 6 6 B S 60 6 fi 6 6 4.5 3,5 75 6 6 6 5 4 - 190 OS 6 61210 6 .6 b 5 q 3.5 .5 3 3 3 - -1210----653.5---65 30 4060 12 12 72 12 12 f2 12 i2 72 72 12 12 12 12 72 12 72 12 7Z 12 12 12 t2 12 12 12 12 }21S 12 -12 11 72 12 1D.S7BS�6:5 75 90 Oj 30 40 60 75 90 OS 30 40 60 75 90 OS i2 l2 72 17 7Z 12 72 72 12 12 }2 72 12 12 -12 12 12 72 12 12 ?2 72 12 72 72 i2 12 72 12 i2 12 i212 12 72 77 T2 12 12 72 72 12 3? 72 0: 72 72 12 12 12 12 t2 12 72 72 12 72 72 10 8.5 12 12 12 12 t2 t2 72 12 0. iZ t2 72 0.585 7.5 d2 12 1Z 72 12 12 72 'tt 9S 12 T2 IS 9. 7S 6S 12 12 10. 12 12' 72 b 9.5 8.5 ]2 72 10 8 6.5 55 12T.5 9.5 12 12 72 10. 8.5 7S 12 12 . 9 7 b 71 12. 70 8.5 72 12 12 9.6 B 7 T2 72 8 5.5 5.5 4S 9.S81212178.576. 12 L57,5'b 54 9 7_5 5 12 12 8.5 7 •6 4 72 9 6 5 4 - 4 12 i2. $ 6.5 5 3 1.585 SS ee xc _ 70 10 40 9 3S _ 8 0 5 - - _ 8 8 5 - - _ 6 fi fi 66 6 . $-0' V-0, 12 72 70 10 10 }0 9 9 8 6.5` 8 4 6 6 6 6. 6 6 6 .5 6 4.5 SS 4 72 70 70 Z5 4.5 3 6 6 6 & 4 3.5 9,-o` 9'-0' I V12 19'-D" 12'-0' 13•-0' 72 12 72 1010 t0 70 4.5 _ 5 - _ 3.5 - - - _ 6 6 B 6 6 B 5.5 4 _ .5 - _ 5 - _ 3 - - 14•-0" 15'-0" 72`,5 12 - - - - - b - _ _ - 72 - - - - - 5 4.5 _ -• _ _ _ _ _ _ ♦ SEE UMRA'ftViS OF ME FOR S ADE 6 ow 64M 19 f NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFir SMALL BE AS FOLLDWS_ 3. SUBSIRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0S5 (N.D.S) i/40 TAPCON ANCHORS,, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM EMBEDMENT AS MICATED AT-DOUGLAS FIR W/ G-0.50 IN EACH SECTION ON SHEETS 76 i7. DS.) FO(CFP'Rby: SEE NOTE 2'BROW. -SPRUCE PINE FIR NOM W/ C=0.43 -SPRUCE PINE FlR .SOUTH W/ G=U.36 (N.D.S) 2: ANCRE S TO PER N,' 2015 SK%LL BE AS PER }JOUNTING TYPE U, SHEET 17 AND SWILL CONSIST'OF -MIN, 1/2" CDX PLYWOOD (1986 APA) IAG SCREWS A5 PER NOS 2piS BPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWWNG ALL of THE RECOLMENDA I S AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. � E ° +, - -- --- - - - - FCORiDr-BUIIDING-CQDE{lion-High-VetoGity-HurriGCLne=Z 1 GG •„ .'f� 4 0201,7 TILTFOO, INC. CS@ 2017 EASTERN AFETAL SUPPLY; INC. e - BERTHA HVT A.S.S.A. i �L E C O a,N�. � � � � Accordion Shutter Systei `fl • � I ? American Shuffer S Nv f�AOE #t N// OR W/0 H.V. WiNDOW BLADE ;• . TILUT TESTING & ENGINEERING COMPANY ySf8m5 Ey N oEsc7lwnaH DATE ORa1e7r er: L.0 qT 6355 N.W. 361A. SI., Ste. 3G5, NR61NW GARDRnS, FLORZA 3316C Association, Inc, } OLD 15-085 7/27/i OATS: 07/27/1 y 1; 4�G Pnone : (305)871-1530 . For.: (305)871-1531 4268 Westroods Drive 2 +G. a-ma3: Ntco®acLeom West Palm Beach, FL 33407 3 DRAWING No sSj. G•'.•a.•..1•� •t GG E6-b6osT19 --.. 9 Iq� 4 ,iL+ WALTER A, TiWT w. P.E. 1 7-- 1©7 RE. SE�Cfgf31dA9�t1RE✓DATF FLORIDA • A a41s7 { LL FINISH 1/4-0 TAPCON OR TAPCON WITH ADVANCED HREADFORIII TECHNOLOGY - Min' PENETRATION W1 1 149� OF THREADED AREA TO EXISTING WOOD HEADER. (SEESCHEDULE ON SHEET 16) OR EMSTING ZX4" WOOD HEADER REQUIRED EXISTING t MaL SEPAR41ON GLASS---j. TO CLASS (SEE I SCHEDULE ON SHEET j 11 FOR MADE (J)AND— ON SHEET 19 FOR BLADES 0 & Q gBY--WALL HEADERINSTALLATION co WIN. SEPARATION TO GLASS PLA7� (SEE SCHEDULE ON SHEET 11) i 1/4-0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W/ 1 1/2' On. PENETRATION OF THREADED AREA TO EXISTING i WOOD HEADER. 'SEE SCHEDULE ON SHEET 15) 1/4 -2W/4 S.S.MACHINE �@ SCREWS W/ 1/4'-20 NUTS M OR w INtSH & LfX ING MIN 2"x4' WOOD HEADER REQUIRED FXfSTING ..VfN- SEPARATION TO GLASS GLA;;�� (ME SCHEDULE ON SHEET 11) NG MIN. SEPARATION To GLASS EYjSTI (SEE' SCHEDULE ON SHEET I L= 2*x4' CONI��! WOOD PLATE i 0 Q� R 1/4"O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY sy/ Ilr Wm PENETRATION OF THREADED AREA INTO POWDOU (SEE SCHEDULE ON SHEET 15) EXISTINGMIN. 2'X4" 1'-1/2- Mal. COX PLYWOOD REO-O STUDS 0 16, D.0 MAX. \-EXIST[NG MIN, 2-x4- STUDS 0 113- D.C. MAX. REDID. REQD. PLA-1001) TO BE— ATTACHED TO STUDS IN PLYWOOD'TO BE ATTACHED TO STUDS IN ACCORDANCE 'ACCORDANCE WITH k MITH SECTION 2308 OF THE FB.C. —SILE SECTION 2308 OF THE )H INSTALLATION= �fR A. `It 'MACHINE SCRB-jS W/ i 1/4'-20 NUTS o ug"_ D.C. OR@ 11 U Kn. . 1k % TAPCON OR TAPCON WITH ADVANCED ,-SEE SHEET 4 FOR TYPICAL LAIN, THREADFORIA TECHNOLOGY SHUTTER ASSEMBLY. D 1/2' wn. PENETRATION OF 2-NOUNIING SECTIONS CAN BE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. )D HY WALL SILL INSTALLATION *2077 *TECO, INC_ : 7VE C 0 mc. TIUJT TESTING & ENGINEERING COMPANY 6355 N.17. wtn. St. st" 305; %WtAA MWE'IS, FLCFWA 33 (ZOS)87.1-1530 . Fax : (305)071-1531 a-Inbl. (%t=@aC9.CbM Ee-0006719 ik WALTER A. TILLrr Jr. P.E, 1ATC FLORIDA U, # 44167 11 TO GAM (SEE S0%SDUI.E ON SHLE 11 FOR &JADE SA ON S:-M 19 FOR FXFSPNG D BLADES a) & (9 GLASS—( t F WALL—. I =_r� FINISH/ I I TAPCON OR TAPCON -61TH ADVANCED DFORM TECH-40LOOY W1 1 1/2. A ETRATION OF THREADED AREA To (SEE SCHEDULE ON SHEET jq) 2"X4' CONT. SILL PLATE REWD, i ('SEE b(zHtUULE ON SHEET 111 GLASS-114- OX3/4 S.S. MACHINE SCRO�,6- USING J/4--2D NUTS I'l 0 12, O.C. OR OR 15 -1 J!i A 2/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORIA TECHNOLOGY W/ 1 1/2' Win. PENETRATION OF' THREADED AREA To !�-SILL P2-x�- CO,Nf. EXISTING. WOOD HEADER, REWD. LATE U. (SEE SCHEDULE ON SHEET 15) WALL R14MH BY WALL SILL INSTALLATION AnSmS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. RME #1 W1 or. W10 H.V. WN00WO-ADE NING No 7-107 r-WALL FINISH TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION i OF THREADED AREA TO EXISTING WOOD HEADER. :_ (SEE SCHEDULE ON SHEET 15) (lp{ 1 is �EC OPTIONAL - J EXISMG^q EXT511NG LAIN 27z4" j HF40ER REQ'D GLASS 11MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 1/4'0-20x3/4" S.S: 1" PHILLIPS TRUSS HEAD 6n. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12" O.C. OS tJ- V WALL HEADER INSTALLATioN 1�SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE M.tBLWD IN ANY WAY TO SUIT ANY INSTALLATION E MIN. SEPARATION TO GLN (SEE SCHEDULE ON SHEET EXISTING GLA55--}' 1' E G F WAIT ; Tl FINISH/ I i \ 1 si 17 4 1/4.4 TAPCON OR M' 2 x4' CDr11 TAPCON )TTH ADVANCED i `SILL:PLA7E ! THREADFORM TECHNOLOGY i RECD. + 1i W/ 1 1/2" Min. PENETRATION } 1E OF THREADED AREA TO RISING WOOD HEADER. • (SEE SCHEDULE ON SHEET 15) 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF EXISTING WOOD BEAM TD BE cERT!RED BY REGISTERED MciNEER Of ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/470 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min., PENETRATION OF THWADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET is) i EXISTING GLASS —I I ISN. i TO- SCKD 11 FU BUS mu SEPA29KN TO CLASS M Saimu._..t 1Le *11 EXISTING I r., ---`� GWSS� IN SHEE7 15 FOR at�T (jI a 4 ALTERNATE, LL CAT16N + 7 ax.Mo Mox. 2'x6" Mal. WOOD DECK REQUIRED (NO FINISH ALLOWED) -- 1/49-20x3(4- S.S, PHILLIPS TRUSS HEAD' -- -- _._.------ MACHINE SCREWS_._�-----"- W/ 0 NUTS 12' D.C.O.C. 1/4"0 TAPCON OR TAPCON-VJTTH ADVANCED THREADFCRM-/ TECHNOLOGY VI/ 1 1/2" Min. -PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCH-7JULE ON SHEET 15) *. SEE Ll?J1-T6 t* OF USE FOR 02017 TILTECO. INC w a LL OC ,m TILLIT TESTING ti ENGINEERING COMPANY 8355 NAI, SSW, St, Ste. 305, MRMN14 GARD 4% FLORZA 33 `Pt ,Phone; (3Q5)871y530, Fax : (305)87i-753f a-mml: tlteco®aotcom ,+ EB-0006719. r' VJALTER A. Txur jr. P.E. h116 l IOC JTIATC FLORIDA'Um 144167 II14x3/4" S.M.S. — a or 13 or 15 J OPEN HOLE AT EACH f STUD TO ACCEPT 5/16 is LAG SCREW AT CENTER OF TUBE. IOCiSRNG I ML9 N. GLASS-, TO CL 'F OR OR I —Q CN SHIS U OR & #1DX3/4" HEX WASHER HEAD TEK SCREV,S 0 I r o.c (IF APPLICABLE) _ +— IXISTBaG WOOD TRUSSES OR 1/2" RAFTER ® 24" O.C. REQUIRED --I EXISTING SOFFIT 3/4' Max. THK. I •x4"xlA' CONF. ALUM. TUBE (6663-T6 ALLOY) W/ Or Q3 Or Q (3)5/i6"6 LAG SCREWS TO EACH RAFTER OR TRUSS - FOR WOOD GRAVRY O OR, 1* FIR OR SO OR EQUAL. I TIN. I t I SEPARATION 1 j TD GLASS I (ONESHEETO11) I,I 1 I ) { 8 FI I t Exis ASS { GIAS3— t OF EXISTING WOOD ,2" Min. NOMIML ' 2" LUn. 7N OF THREADED D FOR )US WITH 72Psf DESIGN LOAD ANTI SPAN. THIS W IS ONLY VAUD W/ MIN. SPECIFIC F 0.50 AS DOUGIAS UTHERN PINE No. 2.. 2"x6" MIN. w0c: DECK REQUIRED (NO FINISH ALLO'YJEO) OF ECK IF `.EDGE OF DECK. D----- APPLICABLE�� — IF APPLICABLE 1/4".0 TAPCON OR TAPCON. WITH ADVANCED 2" MIN.---li. THREADFORM TECHNOLOGY W/ 1 1/2' Min. 2" MIN,J---j PENETRATION OF THRE640ED AREA TO EXISTING W003 HEADER. (SEE T SCHEDULE ONSHEET 15) I V- WALK —OVER INSTALLATION A.S1.S.A. American Shutter Systems Association, 'Inc. 4268 Westroads Drive West Palm Beach, FL 33407 7 EASTERN METAL II1fl1 ffx■■7M nVTM Accordion Shutter System KV RAM #1 W/ OR w/a KV 1m ow RAM AWING No 1 I — 1.07 ti� SlUGS. ,1 (AS APFWCA$E) 1/4•e WCM4 \ / N:CNGR O 6' O.0 F l / T9/ i T/2'M4v \ / FEMElFATIGM IN10 !t I EXIG GLASS 4' it TO 1/ OD � i' M.Y. 5'PARRtON TO GLolss (=,i r-1/2`tdlN. COY Saim LE w Ss s:moam V76'z1• ttAK. W FOR" .� (sCe3-76) CANr. 9AfJE5®& �} ALUM, MGM 1/2- WN. AX AT 4 or �) - S.U.S. f16 or - OR �J t �y �-eon-� �•�« c- g«0•g END CONNECTION ) AI f1j 1BN. YM00 REG'a XMTW. (LASS WR END CONNECTION DETAIL L ansnNc •J'CASS END CONNECTION DETAIL (9, END CO 1/2• 2 M' BON. ti 1, END CONNECTION DETAIL t j $I �I tt� a f a: `DX 1 � — •us t- a z' wX. (As ant ryCXT76m'-Y - .- (cow-rc un:�u �T ' ^-- t1) �10a1/2' SUS. TOO4 & (211/f'o A Aftit� to bf1L AT V 0.G 1653.1E,Cf, ) t E 0:g) 1 1 2•z4' NIm r mqn smq .(As A KJCAZE) 11 ANK, if V 01671NG GLASS 1.Ot SrPAAFu TO rns C to F -END CONNECTION DETAIL C • RE011MM -My iTIR SPY_S GRSATEt THM 12'-r ♦ SEE 04frVIONS OF USE FOR BLADE iA ON SHEET 19 •�im,L%, 3«UT„��' 0'c•Q o-oy PLAN I DETAIL DETAIL X ���,��•:' -- --- -- -- _-- - -- -- - - --- --—FLORiDA=BUILDING=CODE-(Non--High -Velocity—Hu cane=Zi ....... �� se �202 i TiLFEC.a, Inc. © 2017 EASTERPt A)ETAL SUPPLY, INC. BERTH/ HVTM A. S, S.A. Accordion Shutter Systes I[� ; TILLIT TESTING Et ENGINEERING COMPANY American Systems KV. RAVE #1 W/ .OR W/D KS/ WNDM RARE 6]55 N.W. 36Ur. St. Ste. 305, YvRGPM'GARDEAi6, FLWM 4316 Phane : (305)871-1530 }Shutter ASSOCIGHOn, Inc, 4268 E,, w DEscaunotr .DATE aRae,x BY: Lc. i .OLD 15-085 7/27/1 DATE- 07/27/) 1.'• _Fmf : (305�71-15Sf Westroods iEWve z ,_ tad a-mcT t0tecoauotcom West Palm Beach, FL 33407 DRAWING No 3 E-l`� ..,,•• WFLTER A 7LL13T A.7WT1J �_ O� IrNATI IPF' /f)ATC FIAftH1A Lic. J Aat67 44 7 0 4 1 . TYP. EA MAX 5 V1T ALLOWED AT WINDOW GLAD SEE END CONNECTION DETAILS, ON S 10 & 18 TYP. FULL HEIGHT_ i .I Lry JJ v nr Ve & BOTTOM b NUMITED WIDRI— EXISTING CLASS ELEVATION ------- _ _Lw— —��--- 21, �TYP TYP. SYMMETRICAL CENTERMATES t W/24R�AND WO`', NOTE 4 Arow) PLAN MN. SEPARAR04 To GLASS SF.-E SCHFDtAE ON SH,4T 11 FOR Pd/dcQ ....... -- AND ON I" SHEET FOR HAOES�& {JA 5nP'�it. '�l.-T'+++••••••.' , V' = Z2017 TILTECO, INC- , In TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL., st• 305, VIRGINIA GARCENS, FLORMA 33 Phone : (305)871-153O . Fax : (305)871-1531 °LL a-mo:l: iBteco9oat:com ay,+q 5_ �P'� .°ES-00067t9 WALTER A MUT Jr P.E. P.E. SEAL/SI(;NATI IRF/f)ATF FLORIDA Lac, n 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING, +1714 - 170 p.af. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MGUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL A3 MOUNTINGS M. 0. T, U &_ W ON SHEETS 16'& t7. 44. ONLY CCEENOTEML47ES t�'w^y�((BOTH W/ OR 221 ARE ALLOWED W77H IN A CEf ; pS7 IUSr BE INCLUDED ONLYOR OAT OF}OEWC OR "ACCESS SIDE O CUT, IN CASE.OF OPPOSING CEN7ERlIA E. 5. (A) HV WINDOW BLADE t@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'9 HOLES) FOR ®'PER BLADE AT SPACINGS SHOWN ON SHEET 4. (13) MIN. CLEARANCE FR01M TOP OR BDTTpM EDGE OF NV 1,11ND01•/ BLADE t� OF ANY 370 HOLE FOR, 44 SHALL BE Ir. (C) FIRST OR L§ BLADE COATING OUT FROM STARTERS A7 ENDS MAY BE HV WINDOW BtgpE 1 (0) HV WINDOW BLADE' i@ MUST BE USED ALTERNATE TO A SOLID HV BLADE tO THROUGHOUT SHUTTER'S WIDTH. (E) CEKERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE UI AT.EffHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED ro TABS FACE THE INTERIOR, OF THE OPENING BEING PROTECTED. HV MNDOW� MUST BE ONLY iNSrALLED AND LOCKED USING A HV SETTINC TOOL PROVIDED BY ASSA, INC 6. SEE ANCHOR 5PAONG SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15- AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INRI POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13.AS UMDEO BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASTI.( E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1^ 4 6,25' A.S.S.A. American Shutter Systems A5OO'D' Lon, Inc. 4268 Westroods Drive !Nest Palm Bench, FL 33407 METAL SUPPLY, INC Accordion Shutter System FLV. BLADE #1 W/ OR W/0 RX W NDCIN BLADE AWING No 17-107 B'x 1 i/2'x 0_035" THICK Min. ASDA A-653 GRADE 40 !Ain. G-60 GALV. STEEL LIETAL STUDS AT 16- O.C. L) L1 .3/4-x 6 1 14 x 0.035' fi6CK Mn i 43C / 430 CONL GALV. STEEL TRAGIC CHANNEL. j ®6" / 0 6' O.C. ASTM A-653 GRADE 40 M, G-60 I GALVANIZED FASTENED 10 SR1D5 � f #6xi/2" TEK SCREt95 ON T GIXISTING FINISH INTERIOR.!'[ f7CiEW0R FACE I AS APPLICABLE 1 a EXISTING GLASS—i MIN. SEPARATION TO GLASS —(SEE SCHEDULE) 1 3/4'x 6 1/4'. 0.035' THICK Min. CONT. CAM STEEL TRACK CHANNEL, ASTM A-653 GRADE 40-W., C-60 GALVARM FASTENED TO STUDS YI/ (2) $axlle TEK SCREWS ON INTF3110R & EXTERIOR FACE' L z Li ASTMZA-653 GRADE 40 0-80 GALV. STEEL METAL STUDS AT /6" O.C. EXISTING FINISH AS APPLICABLE O.c S i 0 i GENERAL LIMITATIONS AND CONDITIONS OF USE FDR BERTHA CI) HV BLADE ACCORDION SHUTTER SYSTEM tNSTA—I1 TION TO METAL STUD WALLS. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT_ USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR'"OR INTERIOR ACCESS SIDE OF CENTERMATE. T ## 13LADE SLACK DETAIL HVF IS ALSO VALID FOR 43b \12 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q ARIES.31 © 6" O_C. FAS WALL HEADE S LL INSTALLATION _ - - - EXISTING GLASS 7777,177 1 43a 43b 43c I SYMMETRYCAL CENTERMATES W/ ::.EXTFRIOR errrF %c clnr -12.000" Mal,;— ��083" N 3® 0 NOMINAL kLUMINUM SI EEVE 6063—T5 ALLOY SEPARATION TO GLASS SCHMULE 4G FINISH AS APPLICABLE TOP & 8111TOM) I MIN, SEPARATION vARR z.: i TO GLASS 2"- (SEE SCHEDULE) Mo --=1N ---�--------- 1 L 3 i c � (Cont.) WA/." (TYPO 6 1/2" (TYPO 7 ---i 7' 24 HVB_ BLADE SLACK DETAIL HVF_ HVC 02017 11LTEC0. INC. 3 IL EC0imc. TILLJT TESTING & ENGINEERING COMPANY 6355 t4W. 36th,. 64. Sta X% V111GIn41 WDRiS. FLORIDA 33 /A� Phone : (305)871-1530 _ Fox : (305)871-1531 +'Z�••• GTe/ �� ••.Cy'b t3k e-mail: Wtecovaol.com 4 EB-D0O6719' "1p+ ••• •••••9•• 9IALTER A TILLA Jr. P.E. _. P.E., SFSI'�7nT TkAa%HATE FLORDA U_ $ 44167 6 1/2" IJAX. SLACK A.S.S.A. American Shutter Systems Association. Inc. 4268 Westt-oads Drive West Palm Beoch, FL 33407 Max, 1 43c LENGTH + .V 43 M"9-20W BOLT MUST PENETRATE 9 1" ' 1.373"-+ 0 1 .250" "-l�A50" 1/4 0-20 THREADS 43c 1_%4"0 ELM CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/6-_ I" i 3/4"x 6 1/4xx 0.033" THICK )Ain. /LONT_ M_ v. STEM TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANgED FASTENED TO STUDS #Sx1/2" TW SGREvr ON INTERIOR & EXTERIOR FACE I LOCATED AT Q FIY HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK 92017 EASTERN METAL SUPPLY• INC. BERTHA HVTT,< Accordion Shutter System H.V. 'BLADE #1 W/ OR W/O H.Y. VAND W R1 eiic .. N DESCRIPTION DATE' DRAWN Br L.C. 1I OLD is-nRF AWING No 17-107