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HomeMy WebLinkAboutKathleen De Floria PA 2020-12-29_1BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6lh EDITION) OF THE FLORIDA BUILDING CODE, THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALEO AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURiS01CTION WHERE SHUTTER WILL. BE INSTALLED WITH A DIRECTIONALITY FACTOR Kda0,65, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 13, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (A-S-D) 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 = USED IN THEIR TENERS IN WOOD. BERTHA SH.V.HOWEVER, AA CORDON WIND UTTER SYSTEMSFACTOR ADEQUACY FOR WNDUSED AND LARGEVERIFICATION MISSILE IMPACT LOAD 'HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE 0 40214.01-03, #0715,01-03, #100447-05, #1214,01-05, #'0317.02-06. #0609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. —HV WINDOW BLADE 9 #0508.01-08 AS PER ASTM E-1888 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND 111 0725.01-88 AS PER TAS 202 PROTOCOL. 2. HV SLADE01 AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3, BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE N74x2,75° AND #14XI,75" RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135,0 Rai YIELD STRENGTH AND 180 kai TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIEL) COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALI. ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083—T6 ALLOY 15 30.0 Rol AND 35.7 kal FOR 6005—T5 ALLOY, 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Iasi MIN. YIELD STRENGTH AND 90 kei MIN, TENSILE STRENGTH. AND SHALL COMPLY WY 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 keI MINIMUM YIELD STRENGTH. 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE (D 12,13,14,15 AND 20 HV BLADE 0 & 9 WORKING IN UNISON: 12, 13 & 15 S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,562. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S, PATENT #5'458,179 ISSUED 10 EASTERN METAL SUPPLY, INC, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS, 11, 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 OPENING, LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE. 12, BERTHA H,V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E,D, PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT', BASED ON THIS P,ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIC ECTS SHALL EPARED BY A (P.ISPONSIBLECFOR THEJPROPER USEBOFPTHE P,E.D. ENGINEEROFREGISTEREDEER ADDS EGATEDCT WHICH ENGINEER TO THEOPE�D?HE ENGINEER OF RECORD ENGINEER SHALL SUBMIT TO THIS FOR LATTERHTHER81EC SPECIFICHDRAWINGSEFOR REVIEW. (0) ORIGINAL P,E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ts,^aeas��,# r CAI q� r••++• ••p�7 EFT6A`,AX°. 02017 TILTECO, INC, aAAA R ,jV IL E C O / '6 INC. t '� � TTESTING & ENGINEERING COMPANY 6355 "N,W. 361e. 5l., Ste, 305, ~..� ®k ,�� ef�'; '' '¢^�h VIRCWIA 000EN5. FLORIDA 33 Ph— ; 005)671�1530 , Fnx : (305)871-1531 a— .11: G011ecn@aol, — )./.}.... ... e\ 1 1ple1 WALTER A.T LUTJ,. P.E. P. S * tr�SiGfl URE/UATF FLOR1Da uc. 44167 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21 —37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE,AND HV 11V.ND04" BI An 8 (WHERE APPLICABIEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-8, CONCRETE/'BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE & BLOCH SHEET 12 ANCHOR SCHEDULE— CONCRETE at BLOCH SHEET 13 ANCHOR SCHEDULE— CONCRETE do BLOCK SHEET 14 ANCHOR SCHEDULE— WOOD SHEET 15 INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA I HV WINDOW RI Ar)F A r1N11 V TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLA.o�C1) Dtvl Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4263 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zorn 02017 EASTERN METAL SUPPLY, INC. B H Y TM Accordion Shutter System H.V. BADE #1 W/ OR W/O HV. WNDOW 6I.ADE ,AWING No 17--107 -3"0 FOR WA00'N BLADE 11 ) UNDER US PATET 54581'79 )NS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLOY AND TEMPER . 70" e p .L,..�_...._...,.... �HV ;4D OR TRACK QUALIFIED FOR UuAE WJ HV BLADE 11) 6063-TS ALLOY AND TEMPER 1,9 ,,1 Y" PSG ...U63" D63" 1 1 HY��IL/�G H��� CDLPALIFIED FOR USE W/ HV BLADE((1� )ONLY, SEE SECTIONS FOR VALIDI!W" 6063-TS ALLOY AND TEMPER F 1 MN. X MIN, Y MN, I 1 1" 1" 0462" L� gIDE ANGLES QUALIFIED FOR USE W/ HV BLADE J) 6063-T6 ALLOY AD TEMPER l`� J HV UNIV RSAI Fi AATGA QUALIFIED FOR USE W/ HV BLADE; C(, 6005-T5 ALLOY AND TEMPER — 6" q6s" " II (7) HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE I'D 6063-TG ALLOY AND TEMPER (� HV Ap� QUALIFIED FOR USE WJ HV BLADE 7�ONLY 6063-TS ALLOYY AND TEMPER al t R _^ ALUMINUM ANGLES QUALIFIED FO USE W/ HV 1' BLADE ONLY. 6063-T6 ALLOY AND TEMPER .f) tRIVJ�' TEMPER �o } f�7 2 A 43@° (s INv wal,rt-oVEa rRAcK I +;?' QUALIFIED FOR USE W/ HV 8LAD SEE SECTIONS FOR VALIOI , 63-T6 ALLOY AND TE t g TI T2 2" I�. 5" MAX.r 1/6"2" r8- ®" MAX. 0.192" 0,192" 2.5, 7" MAX. 0.150" 0.190, 2" 5" MAX,1 0.139" ' 0.131 " 1 02017 TILTE00, INC, TILLIT TESTING k ENGINEERING COMPANY �. tr 6355 N.W. 36m. St., Ste. 305, VIflGWiA GARDENS, FLORgA $3 4t1. Phone : (305)671-1530 . FRv : (305)071-1531 e-rued: tilt Cool.— ... 1116k IYAL7ER8 A. TIOLIJTI Jdr. P.E. = /r1AT: FL0Rk0A U.. 3' 4+167 f 7.4 I c5)NV gD 41' "/180----- STARTER QUALIFIED FOR USE W/ HV BLADE 01 ® 6063-T6 ALLOY AND TLtirP>''a ,994"T AFIL8 QUALIFIED FOR USE A BLADE Q) ONLY, 6063-T6 ALLOY AND TEMPER VARIES 1,036" (1$,1 NDLi HE D R QUALI_WAFIED F01_j USE/SI BLADE Q1J ONLY. 6063-T6 ALLOY AND TEMPER % Y t i X 1,20 GO"I POTS CUALIFIEQ FOR USE W/ HV BLADE (D 6063-TS ALLOY AND TEMPER A.S.S,A, American Shutter Systems Association, Inc. 4.268 Westroods Drive West Palm Beach, FL 33407 (10 HY RAIN UAR QUALIFIED FOR U((�� )I W/ 6 ASLLODYEAFJD TrM Non ,High {velocity 1Hurrical (02017 EASTERN METAL SUPPLY, INC. a ■ ■ A " TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WWOW GLADE 'AWING No 17-107 LO L—L l ON ONIMVI "M MOONM 'AH O/M CIO /M 4 Mn 'A`H uzalsi�s xa:nnus uoipa000V W1 w Li ME s r u m"- 40K: 'ld '400a8 wl0d 4SOM PATIO SPOOJISaM ggZb 'aul 'uol}eloocsV swab -AS .I944n4S uaflja#wV ■V rs"S my 'ONI 'AlddnS 1V13N N831S2� aupauanH Aj!DO(aA gbjH uoN) 3000 9Nlollfl8 b01801J VU 9fDL RNIS AH /M 3Sn 801 a31.invno N001 .1108 )100H £££Z S31UAS •SNiOOI 3SI1d0W 3HVMOHVH iN303H A9 n✓V 1 UI'1 'KDN „9L't a30NIIA0 t `t A3N 80 N30MIAO Ndn1BNnH1-( 8� _ 'xnw „M, ( .11V 11;49'0 W 'AINO (-L, 30V'19 AH /M 3sn a0d a3ldmnb '1Yn03 80 *901,D A3SAMP M3N 'AN3ddISNYd 'NN017(if1 AN63H0 130AY A6 03N110VdnwY SY '"94) # 16yd 'LHMIN WHS ^^^^NC�I--H�1�,39Nlydd 30tjya1j(-J,O.-'�71-VLCl-*Zoe) YInNIWn1V rttgb fi-7IUJ9� may Milll''7A VCr-WrrY7T ON11 Alba ?l0d39 ..ti/£ x ,ONIONU H31dV db- 0'0 'AlNq p 41 d0f19 AH /M Sn 2J03 031iI1Vn0® (031ata MOH40) 004174 S4YH0T 031Nro'd 03)YY8 'w 13WYN3 �N.' IWO 310-. tl30V9YHJ L9lib # 'aM a01a01j '3'd ' P lllll1 'V a311YM Sl LS000-83 ar,oW-ll:i :Ilow-a less-teB(sa£) :'.,j ' oe91-ILS(m) : auayd CC YGND-.! 'SN30M'NiDUV "qK .IS "IS '91Qe •At, 9998 ANbdHOO ONIN33NION3 V 9NIIS31 111111 'ONI '0031111 L4pZw� C'30V19 AH /M 3sn a0d 03unNno nl NVIO ONp AOl1V 91'^£9O9 .,',jf 1S' l 3gb19 AH /M 3Sn 801 03lAnyno ��;33�iV83IN3�ZfFi �� 0y' ' m ..L9 fII V�y,w 9 I A . IV 30b19 AH ° 80A 03iH1' AY 9 wun/ 1 /\I'I '.'q� a I, „ I'l 3-Ab-/M-3Sn HOd 031dnVn ,,4304% ONV AOIIY 91-£90B AINgt,4?30VIS AH /M 3sn Hod 031u4nVnO � d3dIN31 ONV AO1lV 91^£909 u s7j AINO G 3H /"ZSl Jsn wj daunbno �N V m W F. d3dW31 ONb AOIIV 91-£909 41 AINQ (l)30719 AH /M 3Sn 401 a3linb AINO IV-T' V (.7) 3oyle 5�11 gdO3031dil1l'I mmdAp B" aS '••10H L 030Y3aH10-' 02^„y/l /p0 0 ">i p 4-09 01 030'10W Qa3H DUSYld AINO L130V18 AH/M sn�Hod�QUIlVnnOul. AH fw1 '" zi d3dW31 ONb AO'IIV 91-£909 AINq(b( M"4 30b 9 AW /M 3Sn dOd 031�J]Vnq 1N3W039PG 83d0ad H03 sn"I 1V 03'171 C7 3IOH „9t/l V 3ainO3N IIIM NOIIVIIV.LSNI S1 Q 83d1131 ONV AOIIV 91-£909 l'130V"39 AH /M 3Sn L{Od oaur Vno Nur130 33s> i _ C NOO'S's 0 1 tv130a N30431 ONV AOIIV 91-£909 (V �° I 30ln5 AH /M 3sn HOd 03uly (®r H3dW31 ONV A011b 91e£909 AIN0QL)30Vl8 AH /M 3Sn 80d ®31dn'dno rr r, NOI1ah1I3 1NOHd y N41d ^T I^ j j AINO dl 30H19vAH lm 3sn KWIREMENTS Al (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 3D 8 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR HV (g) BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN (D MAY BE USED IN LIEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D BLADE WHEN CORRESPONDING TO INSTALLATION 11". SHEET 7. (3) HV PIN @ OR @ W/ 1/2" O,D, 1/16" THICK S-S. WASHER TYPI SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET (0 #,VEL CARRIAGE .oETAIL T.S. 04" % 02017 TILTECO, INC, I L E C 0 1 IN C. 41, TILLIT TESTING ENGINEERING COMPANY 6365 N.W. Beth. $L. 21. 405, `AROMA GARDENS, FLORTA 33 (305)871-1530 . F,. : (305)871-1931 Ee -0006719 1JALTE RA liLLJT jr' RE. SEAL/SIGNATURF/r)ATF FLORIDA LIC. # 44167 ELAM'S KNUCKLE (TYP) 2 7/8" MINI CLEAR SEPARATION BETWEEN EILADE OPENINGS EXTERIOR aETW'MN itPOLYOARBONATF HV tls: VVILQQW_ QEIAIJ il7"Q�-1 MCAT ��BA ER MA4!OLON 03 FOL 3(RNE AIN. CLCARA�CE RESINS, UV—STABILIZED VST81LIZE0GRADE OR SASIC0 SLADE SOTT M NNOVA�IVE�L�STICLEXAN 103RESIN SEE NOTE F )M SHEET q) POLYCARSONATE SOURCES FOR 47 TYPICAL Pmopwq; APPUGASLZ STANDAMO REFERENCE wyPR UIU,A— INN MWAL; VhoHr?c ORAVr, M&CWIML, AGTIA n792 mO'3 bm' TERMS MUD STRENGTH ASTM 0020 9.400 p'.L 0,600 P"I FLEXURAL STREROTH Ar ru "Sr" 0 0 12 0,0, 13,400 p,,I, ,LI,xvMAL MODMUS IMPAC ASTIA 0750 34,:500 000 P..L 30.000 P...i, NOTC.EO 1700 EUE"L� ASTM 0256 is Fr-'0/1' 17 SMOK' DENS----- E IN ASTM 02843 47.2 X 64,15 % Aw RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SELF (DNMON ASM D1929 1040 7 980 'F WELISIM, TENSSTREMTH AFTER WrATIICR;NG NB'!U` ASTM 0165 ASTM 43a VJ 02 P'.. 8840 p...;, TEN STRESS BEFORE WATHERING ASTM 538 8467 8000 AnS,SwA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 GODE(Non High Velocity Hurricane Zorn 0201.7 EASTERN METAL SUPPLY, INC Accordion Shutter System KV. RAM #1 W1 OR W/b H.V. WNDOW ft" AWING No 17-107 SEE ENO —J CONNECTION DETAILS ON SHEETS 10 & 18 TYP, FULL HEIGHT. - �``�" i �(i3;oAQ,rfti4� a is IIKti4,�aR� 5 aRit�dR�p CR y�� II � /� y I / �HB=C-_ _H_VIC. II`lV_J II' 5CI' �z V 1IY6 _`_ a' 45 M. """""-^^"--°-------UNUauEU WIDTH----- 11 OF CORNER CENTERMAT'E ( �jdag4lar% 7:dre(8)oR�p)+(13adr /71 7V +t"Q.;aR(6)*!%;+(1Bfox II4J1 + ll Dom) dR t J� + (1 OR $}' 07 0' i81*(18iox(19+1l3;aR79?+(15rre4) TYPICAL :.11 HV BLADE SHUTTER ELEVATION N.T.S. * NOtES ON HV LO K AND r�t�Tt al�Arca 1' •ONE HV LOCK 2 ar SHALL BE U5E0 AT i/2 OF SHUTTER SPAN FOR ANY SPAN E 12" ABOVE OR BEC6tlW 2 OF SHUTTER SPAN 9R SPANS UP TO 1C8", ANO FpR INSTAL TIONS T ANY ELEVA710N, HV LOCK ,�„4 orI MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO d OR CENTERMATES W/{2) 1/4"0-20 x 1J2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL @E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2• ` py_���� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR (�C�#AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOOKS TO CENTERMATES LOCAARONSHALL OF LOCKS SHALLABE ASN INDICATED ON OTYPICAL SHUTTER ELEVATION. E USED IF D SIRED TO ENHANCE E NOT SHUTTER PERFOQ MAANCE. LLOCKNGIRODSTJUORI AJ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. MANDATORY S,OND ONE HV LOCK gippt ALL. BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN ELEVATION. HV LO K (+N or SHALL BE USED A AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/ 0-20 x 1f2" LONG FLAT HEAD S.S. MS. TWO LOCKING RODS (3$ AT TOP h BOT OM SHALL BE USED, LOCATION OF LOOK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, OF if4"0-20x3/4""S,S,�THUMBSCREW TO @, OR @ CENTERMATESESHALLABE MADE W/o/4"Io1E20O3J4AALU17AC KANO LOCKS AT 1/3 OF SHUTTER SPAN. MENT RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1J2 OF SHUTTER SPAN OR TWO 6. MANDATORY CONOnTON !3 FOR KEYSTONE YAtlUh IM5TAIIAAQU ONE HV LOCK �) or @F or C6 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 6e", AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK f4 or a, or A MAY BE USED AS AN INSIDE OR NTERMATES W.(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. OUTSIDE LOCK, ATTACHED TO C, or (g SYMMETRICAL CE ORLOCATION OF LOCK SHALL � TOP AND BpTTpM IS COMPLETEBE LY MANDATORY, INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS Wf OR UK AT OL USED AS AN INSIDE—OR-ODUYWI I.bCK. ATTACHMENT OF LOCK 09 INCLUDES U51NG REINFORCING LOCKE AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND ) W/ 1/4"C-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4'"0-200 " S,S.M.S. INTO A 1/4"dx 5/0" RIVNUT.,LOCK MAY 8E INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Ck TOP AND BOTOM IS MANDATORY, J • O 1. .LOCKS OK '34 W/ HD OENTERAIM C i OR '� url �: HV LOCKS {2f OR tJ FOR ANY SPAN D1INSTALLATIONS AT ANY ELrE�VA710N. ALTERNATE NO(LOCK AC41 MAY YBE EBEI USE[) OF A AN INSIDE OR 0UTSIDF LOCK. ATTACHMENT OF HO LOCK (j4 TO `e.l IS W/ 3 #8 x 3/8' F.H. S.S.IM•S., AND INCLUDES REINFORCEMENT INSERT Jl AS SHOWN ON SECTIONS 1108-HV AND HDC-HVC, SHEET 10. LOCK MAY Be INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS �; IS COMPLETELY OPTIONAL. y1 .;� "• ` ' `� TM Ivs 02017 TILTECO. INC. �� 9•.R.A � IL E C Q �r " ` (, �f✓ .T ' h TILLIT TESTING Cc ENGINEERING COMPANY 6355 II.W 36th. •, ('?R �" St. Sls. 305, VIRCMAA GARDENS, FLU - 33' Phone (305)871-1530 , Fox : (305)871-1531 G-moil: t41tep0.@4al,epm 5$e t1441 '-/O�t r�^`q''� "•1� P.E. SEAL7S1 TrI�ATIIRF/nAT;7 fvAITERB-000671A. TILLIT Jr. P.E. FLORIDA Lie. # W67 AmSwSmA, Amerioon Shutter Systems Association, Inc. 4268 Westroods Drive West POIM Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. .ww■w.� ■-�77M Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW MADE DRAWING No 17-107 P' CONDO POURED r­CONCRETE ANCHORS I (SEE SCHEDULE ON CONCRETE E POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET REQUIRED SHEET 13) TONE (SEE M3UNTfNG SON REQUIRED 1 /4"0-20x3/4' S.S, CONCRETE ANCHORS F14ACHJNE SCREWS (SEE SCHEDULE ON W1 1/4"-20 13) SHEIET 7) SHEET 13) NUTS 0 12' 0,C. OR�C4j' 71/ . 2'. r-, S,S. EQ cc MACHINE SCREWS USING 1/4" - 20 NUTS ---- V" Mlnl ED ED 0 12" O.C. I/ E. D.* .250" MO E. 103 OR N, 250" Max. 250, OPTIONAL I WN, SEPARATION TO CLASS (SEE I i - -OPTIONAL ............. . ON SHEET C) 0 @0 EXISTING 19 FOR I I I was GLASS GD& a J- MIN SEPARATION TO CLASS 'SCHEDULE MIN. SEPARATION TO GS ExisnNO. LAS CLASS SCI-EDULE ON SHEET 11) 7(SEE ON SHEET 11) _7N `A, EXISTING ; CLASS----i 11* WALLEEAUR-MLALLAMN i� 8V WAI I HEAUER INSTALLATION + KEYSTONE EXISTING GLASS 1 OR I L MIN SEPARATION TO CLASS SEPARATION TO GLASS EX;STIN rE SCHEDULE ON SHEET 11)­ 11 FOR S" 9�� cot INSET 14 Ir (SEE'SCHEOULE ON SHEET 11) OLAS; &ADES (a, EXISTING GLASS— OPTIONAL OPTIONAL Mo. L Mm, E. DIM I,-- FI/4" _E, ...... 13 on @ LEG EQ_� 3 OR 402 00f7�; i L I -CONCRETE ANCHORS EC B.S. CQ_ PHILLIPS TO 5S HEAD MACHINE SCREWS USING 1! Mi%- 1/410--20.3/4" S.S. 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'AROMA WEEMS, FLORI DA 32166 Association, Inc. �Ev. N 1 DESCRIFTION 15-06 DATE E, L.C./ Ph— : (305)671-1430 Fax : (305)871-1531 4268 Westroods Drive 2 WOLD T7/27/1-, 'DRAWIN A i ES-0006719 West Palm Beach, FL 334 07 3 DRAWING NO WAL- 'R A. TILUT Jr. P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORDA U�. # 44167 5 5 POURED CONCRETE ANCHORS ' I CONCRETE -�— (SEE SCHEDULE ON SHEET 1J) ID G1A55 ( -i I '� QR♦ i i MIN. BEPAIiA¶ON REQUIRED 7 71;U(E Cry BH�t7 I EXISTING EDGE IF ! i SET fUP _ GLA55---�; I `I ?� I"(5EE SCHEOULE ON y _ — SLAB IF yy D•4.` APPUCAJBIE EXISTING FA.ADL'S (Tjk tt� I i Mwro cws� sHEt7 tt) GLASS-•��' I �„ i^(aCE SCNIfaU.E I . 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O, 'E DISTANCE REMOVABLE WHEN PERFORMED 1- SEE S . 4 FOR TYPICAL SHUTTER (SEE ECIFICA710NS ON SHEET 13) OR ENTRAN O AN OPERAS E E%IT . �11111LIATZNI;HOF USBE FORASSEMBLYINSTALLATION DETAILS W f r1 HV BLADE 2- MOUNTING SECTIO / BUILDING t,'/ /�/1 u IN ANY WAY TO SUIT ANY INSTALLATION. 1$+° { "�`''`«.,,� FLORIDA BUILDING CODE (Non High Velocity HUfriCOne Zane 199 ,. t•+ p� '" t yNa y 4✓' �.,, 02017 qTILTECO. I„ NC. 02077 EASTERN tdETAI SUPPLY, INC. (� ry. a_._a E A H TM ' 1_r L I'EC 4 Nc. Accordion Shutter System -a �p AmS*S■A■ H.V. RKE #1 W/ OR W/O H,V. NA M &AGE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. u DESCRIPTION Association Inc,n7E DRAWN 0 L7 a ,� •,�x • •Yg.k�a�r 0355 R.W. 36th. 51., 5t-, J05, VIRGNIA GARDENS, FLORYpA 3318 1 na. I OLD 1 FJ-DBS 7/2)(T SATE: G7l27/17 -'T3�""••", "'T^":�'S,�(`�S;gT Phone : (305)871-1530 . Fox: (305)871-1531 426$ Westr0Od8 (7FjVC 2 '. 1 A a -mat 7EB-0006Wlao+.com West Palm Beach, FL 33407 a DRAWING No sea/OJYY rRA` WAL7ER A. 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LOCK (INTERIOR) s�aR op oR� r * SEE NOTES am LOCKING R005 H0Q) LOCK6 ON SHEET 6 * UNNERSAL FLOATING SlAOE3 GLTAIL H00-NVO IS VAUO FOR Al CENTERMItE1: APPLICATIONS WOH BLADE Q ;A�S�S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 GONE (Non Nigh Velocity Hurricane Zon 02017 EASTERN MEAL SUPPLY, INC. B RT Accordion Shutter System H,V, BLADE #1 W/ OR W/0 Hy, WNDGW BI ADE :AWING No 17-107