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HomeMy WebLinkAboutPLANS. 4 WRI-4110M,�- 1. BERTHA N.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5Kh EDITION) OF THE FLORIDA BUDDING CODE THIS ACCORDION SHUTTER SYSTEM SHINS. NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES ' DESIGN WIND LOADS STALL DE DE115WIED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED Of THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAIM FACTOR Kd=0.85. USING ASCE 7-10 AND SMALL 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 WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DES" WIND LOADS BY MULTIPLYING THEN Of OX IN ORDERTO COMPARE THESE W/ MAX (ALIT) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,O., AS TESTED, WERE NOT OVER STRESSED. A 33 X INCREASE IN ALLOWABLE STRESS FOR VAND LOADS WAS M 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 SYSTEMS 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;- -HV BLADE 10214.01-03. 10715.01-03. 11004.01--05. 11214.01-O5. 10317.02-06, 10809.01-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E--1886 AND E-1996 STANDARDS (MISSILE LEVEL O. WIND ZONES 1. 2 & 3) & 01220.01-10 AS PER TAS 201. 2D3 & 203 PROTOCOLS LARGE MISSILE —HV WINDOW BLADE m Q0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, RIND ZONES 1, 2, 3) BASIC PROTECTION ONLY NID 1 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV SLADE(DAND FN WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNrSON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND commONS OF USE INDICATED ON SHEET 19 3. BERTHA N.V. ACCORDION PINS (MV SCREWS). USED AT BLADES KNUCKLE AND FOR DUN= MOUNT CONNEC110N TO TRACKS SHAH BE 114x2.75' AND $14x1.75' RESPECTIVELY. 410—HT MINIMUM SERIES STAINLESS S,EkT. SCREWS WITH 135.0 Im YOM SIRENGON AND 180 kel TENSILE STRFNGRL PINS SHALL BE COATED WITH BFRIHA HV DAC ROSHIElD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSDCAION- PINS MIST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM INUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLDY 5 30.0 km AND 35.7 list FOR 6005-75 AJ.DY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AISI SIRES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD SiREWM AND 90 Im MN. TENSILE STRENGTH - AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 Im MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HN BLADE (1) : 12,13,14,15 AND 20 HV DIADE .D & ® WORKING IN UNISON- 12. 13 & 15 -B. THIS BERRY. H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATEN 16'779,562. COMPONENT^ OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART Bf U.S. PATENT 15.45B.179 MR" TO EASTERN METAL. SUPPLY. MC. - 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEN SHUTTER S TO BE ATTACHED TD INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, 7HRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PENMAN NT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR 0 HELM MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOO6. 11. SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAIM AT ACCORDION SNUITER IN ACCORDANCE WITH SECTION 1710A3 OF FLORIDA BUILDING CODE ONE IABE7_ SHALL BE PLACED FOR EVERT OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 12 BERTHA H.V. ACCORDION SHUTTER SYSTEMS DSTAIiATKN SHALL COMPLY WARN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMR IS APPLIED TO. ' 13_ (e) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE WVRKATLON FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION MCIJIDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SUE S THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR TIE PROPER USE OF THE RED. 04MIEM OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PLED. ENGINEER SHALL SUBMU TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.Y. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT SCANNED BY St. Lucie County TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL elaFa HV BLerTF (1) AND HV_ WINDOW - - BLADE (TILT (WHERE APPLIC %J0 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/OLOCK SHEET 6 INSTALLATION DETAILS CrM, CONCRETE/81-OCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CEMQ8A4TE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEEF 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETALS 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 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Non High Velocity Hurricane ® 2015 EASTERN METAL SUPPLY, INC. CE -s 7 10 vs - =Mrs ■ nw In V TM Accordion Shutter System _ oF...•; *� i 'O•• A ` /���LS ••'•., f(r �� iA OM{�%j L•`rNG q���r ANIMA INU P.E. SEALJ�iMRE/DA-(E L N E C O �N�. A.S■S.A. American Shutter Systems Association, (TIC. 4268 Westroods Drive West Palm BeOch, FL 33407 H.v MADE #1 w/ OR w/o H.v NINDDW 13ITDE TILJT TESTING & 171GINEERING COMPANY LS55 NA 3Mb. SL, se..3 . VMPM r.+ROD+s. noRDA M Pb=e : (305)830 71—I5- I" : (305)871-1531 e-R,m: 6ltecoftcl.� EB--=e719 WALIM A TLL1T Jr. P.E. FLORIDA Uc / 44197 Mv. rk DMCRWR&J DATE DRAWN BY: Mi. 1 OLD 11-192 4/13/15 DATE 4/73/75 2 DRAWING No 15-085 3 4 3 SHEET 1 . OF 20 . 6 tarmac EjAW W Vie. o • o.as4• o —� mom• say. r• 4.999' RED UNDER US PATENT # 545817/EET HV WINDOW 9LADEe 'ATIONS OF USE OF BLADE ® ON 19 6063-TG ALLOY AN ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ FN BLADE(j) 6063-T6 ALLOY AND TEMPER 11 HV COUNG HEADER Q IFIED FOR USE W/ NV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-TS ALLOY AND TEMPER X f I X YYN.! 1' 1' D82' SIDE ANGLES QUALIFIED FOR USE W/ W MADE(t 6063-T6 ALLOY AND TEMPER 3OHV UNIVERSAL. EJ og QUALIFIED FOR USE W/ HV BLAD£O 6005-T5 ALLOY AND TEMPER 3.226' 1.500' Y (7)HV ADJ. ADAPTER X(oWE QUALIFIED FOR USE' W/ HV BLADE 1p 6063-T6 ALLOY AND TEMPER m m 0 HV HE"ERAILL QUALIFIED FOR USE W/ HV GLAD 6063-T6 ALLOY AND TEMP ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE T ONLY. 6063-T6 ALLOY AND TEMPER ® HV AIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE�1 6063-T6 ALLOY A TEMPER 13 HD CEILING HEADEF QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VAL d 6063-T6 ALLOY AND 7PA O5 HV 9d'j18d' `BARTER QUALIFIED FOR USE W/ HV BLADE 1 6063-TS ALLOY AND TEMPER w/ Hv ( HV TRENCH TRACK QUALIFIED FOR USE W/ HV TEMPER BLADE (D ONLY. b, 6063-T6 ALLOY AND TEMPER COMPONENT A 9 T1 T2 0 Y 5- MAX. 1/w 1/6' iS 2' S' MAX. 0.192' 0.192' 19 2.5' Y MAX. 0.190' 0.190" ® r 5- MAX. 0.139" OA31' NSF' •' * Yn'V'� TILUT TESTING & ENGINEERING COMPANY •• SIAT_E OF 6333 N.R. 3wtl SL. S(a M. %MGM GMZMS. FLGFWA 331 Ptq : (W5)871-1530 . Fmt - (305)871-1531 D�' .•. FLOeR10 `•.`/' ����- ``` a 1: tffbma0uuL� WALTER A 11LLTTW1Jr. 1Y 5�6W11flilhl4l�'tk1DAIS P.E.P.E. a«1 oA tx 44167 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE. 1D ONLY. 6063-T6 ALLOY AND TEMPER X I Y I t 2' 2' 0.125' "CORNER POSTS Q AL RED FOR USE W/ 14V BLADE D 6063-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1� HV RAINGUARD QUALIFIED FOR USE W/ BLADE 1 6063-T6 ALLOY D TEM Hurricane ® 2015 EASTERN METAL SUPPLY. INC. Accordion Shutter H.V. RACE #1 W/ OR W/0 KV. % K 1 I OLD 11-192 4/13/15 OATS: 4/13115 2I 1DRAINING No 15-085 k 0 FOR USE W/ HV I 6063-76 ALLOY AND y ONLY •Lw I I o ]W 1 PLAN - FROU ELEVATION LOCKER- FAR -T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TOONLY 6063-T6 ALLOY AND TEMPER UK �UaMZITIXIXOM ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEQT 6063-T6 ALLOY AND TEMPER iINSiALLATION WILL REQUIRE A 7/7BJ tLLED AT TRACKS FOR PROPER ,,EMBD HV CORNER Q FlED FOR USE V 6063-76 ALLOY HV BLADEU1 ONLY ID TEMPER -r 4.566' I ® Hy MALE n- CK CQUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE `., ONLY 6063 T6 ALLOY AND TEMPER' 6063-76 ALLAY AND TEMPER 3.161 M. m n Lamm mum a KEYS (OROKE PLATED) ® HV LOCK QUALIFIED FOR USE W % .BLADEM& Vl O Y. PLASTIC HEAD 2 . MOLDED TO SCREW m n n n m .6r ® HV OT" LOCK QUALIFIED FOR USE W/HV BLADE 10 ONLY. e u 1 ® HY EGRES�1 L1 QUALIFIED Q('1SE W/ HV BLADEi•T'1 (i1ONLY. -4. ..a.. 18' 0 m . Ur AFTER RIVETING BEFORE RIVETING x 3/4" tSCREW 4-O-20 RIVNUT* *Sams 9444 ASDIIMU (2024-73 ALLOY) IAR4E FLANGE UM SHEET MMETTF. PARE { D620, AS NANUFTCRURPD 6Y AVDFL CHERRY 7pUORN, PAMPPENY, NEW JIRSEY WO54 OR EOU1L ® HV AsrERHATIVE LOCK QUAUFlEO FOR USE W/ HV BLADE(1) ONLY. 0 ,545- N O m O o O o O " p m pc A-THUMan1RN 1:0JNDER OR KEY CYI141DER O.LTAS kn. 1 .725' Mm. CYUNDFR OR KEY C"MER OCK ® L �� o-20 AM 304 BY REGENT HARDWARE MOR(ISE LOCKS SERIES 2333 HOOK BOLT LOCK. i THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE tO& oA OR USE W/ HV BCE t FLORIDA BUILDING CODE (Non High Velocity Hurricane I a 2015 EASTERN METAL SUPPLY, INC. J - T 71 L7E7CO i7mc * �. '�( S•� . � ` TILLIT TESTING do ENGINEERING COMPANY MS N.W. 35iR SL. St. = VRGHA GNLOM FLORn% 33 �� .O •- FI na\O a \` Phone : (30.5)6'71-7630 . Faz : (305)371-1531 a-mm N AV�.�\`��� EB .,wm "A'/S101111H44- WADER A TUH Jr. P.E. R.DRLk- P.E. SEAL/SIGNATURE/DATE � 0 44197 A.S.-S.A. American Shuster Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. WINDW MADE AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 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 0.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS HV1 3/4¢" ACCORDION PIN W/#8 HEAD LE HV2 3/4- ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iD OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY N.TS. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. (3) HV PIN 142 OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET 1. 15 o WEI CC_ 1ifi FOR ® i AL �i ©OR® ill 2 71W MN CLM SEPARATION BETWEEN BLADE OPEN= t ON .gazs' .1875•� �—ts BLADE .0�a'LS' acngN.0875' .� u- MIND. : ,.1 IT D. '• :- UIMMOVAL, 1099 Alus * pOLYCARBDNATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE V-CLavimRESINS, UV -STABILIZED GRADE OR SABIC To BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN T (SEE NOTE "F- ON SHEET 19). POLYCARBONATE SOURCES FOR TVPM FROPERF93 SWCARD P� .es uPme tea../aim wxme . xt5� ela�eti: SPECIFID GRIM AMU DM am loe Q043 V. �uw tEF93E ratD snaNC1N ASIY om FAaD P:r.- FSDp w:. F1F]aDPL SIROwni AT TM AM am SZ= P.+. 144M p,1 REMIRC UDOUIM ASM UM 344" pat 3{S,OOP Pal. SpAca "Mom pap As1Y om 19 F t. 17 Rt /M Dewy AM D7H13 V2 x U5 S wx FAE OF BURNING &IN um FI CLASS; C-i ry SDF IalDdl Alin 01M Im T sm T 1H!!4>ffi ASM GI55 tENSDE SD1ENa01 AFTM 1101TIARK / M wa i;= P.:. 6840 Pam. tBlSgE SDiE4 BS'rntE aFiela]iMC ASM M 918/ Pat WaP Pa Hurricane �ER,A� Tj�''- O' ATE DF , >f� TIWT TESTING Ac ENGINEERING COMPANY HYK 1LN, 56M. St• SW- JBS. WtCINA GA(♦DENS. FLORIDA 33151 Phone : (sos�it�tsu��(a�osTa7t-isst WALTER A. TILLIT Jr. PE FLORIDA U� Y "1e7 A S S A . . . . American Shutter Systems AitoC1at10Re Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ® Y015 EASTERN METAL SUPPLY, NC. 13 A My Accordion Shutter System KV. BLADE #1 W/ OR W/0 H.V. WNDD,N BLADE o „DN DAU Omma Br_ ME. 0tD.11-182 4/13/15 MTE: 4/13/15 No D 5NGO8S P.E �` C11IS k�URE/DATE F SH 4 OF 20 I 0MGM@*&N(9)M 0 *®M TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HV LOCKS AND CENTERMATES 1. MAMU 1TORY COMMON /L• ONE FN LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BF,LOW 12 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTAU=L%Ti0NS-AiT ANY ELEVATIQN. HV LOCK 2or MAY BE USED AS AN RSIDE OR OUTSIDE LOCK, ATTACHED TO fly OR CFNTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.& M.S. LOCATION OF LOCK SHALL BE AS WDICATED ON s TYPICAL SHUTTER ELEVATION. 2. QpjN: 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 OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAMM 3. J2 IS USED W/TWO H.V LOCKS): LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSRION, BUT MAY �m ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE- LOCKING RODS 01 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSIHON). 4. MANDATORY CONDITION /2.• ONE HV LOCK (a® BE USED AT CORNER cENTERNATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELLYAHOM HV LOCK � SHALL BE USED AS AN OUTSIDE OR INSIDE SIDE LOCK. ATrACHEO TO ® CORNER CENNERMATE W/(2) 1/4 6-20 x 1/2' LONG FLAT HEAD SS. M5. T40 LOCKING RODS AT TOP & B011bM SHALL _BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. • ONE ALTQ2NATE HV LOCK MAY BE U5M IN ULU OF HV LOCK or FUR ANY SCPHTERMATES PAN. AND OUST DNS AT ANY ELEVATION. Al NATE LOCK ® MAY BE USED AS AN DE OR OUTSIDE LOCK. ATTACHMENT' OF 1/40-20x3/4' SS. THUMBSCREW TO ® OR ® CEN1132AWTES SHALL NTE MADE W/ 1/4'0-200/4' ALUM. RNNUr AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 5 ONE HV LOCK ® or 0 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 127 ABOVE OR BELOW 1/2 OF SHLTTFR SPAN FOR SPANS UP TO Sr. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or 0 or ® MAY BE USED AS AN INSIDE OR OUSDE LOCK, ATTACHED TO ® or 0 SYmMErRKAL cEMERMATES 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. • I Ijl .a.. I � I � � _ OF CORNER 1 • cFrY1:.. ADERNAX70 All YAM MY FOR Hy Or I = AND C0MMI& TES ® AN CENTERMATE ONE ALTERNATE ITV y LOCK MAY BE I IN UEU OF W LOCKS 0 OR ® FOR ANY SPAN AND ALLATION AT, ANY ELEVATION. ALI LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK ATACHMENT' OF LOCK ® INCLUDES USING REINFORCING LOCKER , AS SHOWN ON -SECTION HVG. SHEET 9. WHICH MUST RE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4 0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WiNGNUr OR W/ 1/4'0-20x1' SS.MS. INTO A 1/400x 5/8' mmLrr MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE MID BELOW MIOSPAN, USE OF TWO LOCKING RODS 0 TOP AND FKROM IS MANDATORY *NOTES ELD LOCKS CENT MATES: 1. :ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF HV LOGS 0 OR Vg FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE FD LACK 0 MAY BE USED AS AN INSIDE OR OUTSIDE 1DCK. ATTACHMENT OF HO LOCK ® TO @ IS W/ 3 18 x 3/8' F.H. SSMS., AND INCLUDES REINFORCEMENT INSERT (5 AS SHOWN ON SECTIONS HD8-HVB AND SHEET 10. L-OCK MAY BE RPSTAUED AT ►BDS'AN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® S COMPLETELY OPDONAL ENg :�9�'� _ tL E C O iwN A■S■S■,A■ 0 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H V. RAM 1 W/ aR W/o FLK WINDUN BADE *_ - _ d = STATE OF :4c. Z S• OR'� tD' G��``��` �'''•,ps/ONAL��A�.��`� P.E. S[XCM8MdRE/DATE Amedcan Shutter Systems Aseadationa Inc. 4268 Westroads Drive West Palm Beach, FL 33407 TILLIT TESTING & ENGINEERING COMPANY a1Ss eaw. 3sth. SIT,. S1 303, VR39 A GARMIS. nORWA 331 Phan. : (30S)9ox71-1530 . F: (305)871-1531 s ®tMemoaoLmm RDRIon 11� µ167 6 mv. No DMCRpnW I DATE DRAM Br: M.L. 1 OLD 11-192 4/13/15 DARE 4/13/15 z DRAWING No 15-085 i s SHEET 5 OF 20 6 L E CRETE ANCHORS POURED(SEE.SCtilIULE ON RNCRETE SHEEP 13) ANCHORS tT>R (•,F.B uauNnNc®QN SNELT 7)EET EE SCHEDULE ON 13) 4NCUR��OLIK M. 1/44-20x3/4- S.S. MACHNE SCREWSUSING 1,147-20 NUTS9 ® 12. O.C. i r-250' Maa i I L OPnowL (� E705DNG�( MIN. SEPARATION TO GLASS t!`! � SEE SCHEDIIIE ON SHEEP i i MIN. SEPARATION TO CLASS ;`(SEE SCHEDULE ON SHEET 11) Q .1 r__ ff U &11-1, A 1•Z E M F.AAU71�_ (w UON To cAss `(SEsON SHEET i My 1/4'0-2013/4- S.S. MACHINE SCREWS W/ 1/4--20 NUTS a 12' O.C. 1' © HV WALL HEADER INSTALLATION MIN. SEPARAION TO GLASS I:E SCHEDULE ON SHEET V OPTICHAL T Mw. Maz. CR O i/ T +J )3 CRETE ANCHORS OR Mi n 4 �/'t-20/4SS -20Y3/4SS SxTHU RED CONCRETE ANCHORS TRUSS HEM MACHINE SCREWS MACHINE SCREWS USING1 • 1/4•-2NUTS ® 12O.C. - - (SEE SCHEDULE.ON w/ t/a'-aG NUTS ®iz• o.C. (SEE SCHEDULE ON SHEET 13) M"m. OR CONCRETE BLOCK SHEET 13) POURED CONCRETE OR CONCRETE BLOCK CRElE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION P0l1RED CONCRETE (�SHEET SCHED14)ULE ON O HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILLINSTALLATION NOTE MR COMBINATION OF SECTIONS. INSTALLATION DETAILS W/ I- SEE SHEET4 TOR rMCAL SHUTTER * E. O. = EDGE DISTANCE .SEE UMITAnONS OF USE PINT O HV BLADE ASSEMBLY (SEE SPECLFlCATIONS ON SHt7:7 13) BLADE ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUTr ANY INSTALLATION. n nanA aT IN fYM( r•tmr lRI.... R:..E, A.S.S.A. American Shutter Systems OF TILLTT TESTING B ENGINEERING COMPANY rL� N.W. gran. a, stc, sas, vwmml swmEtLs. EIANOA sat AeIIOCiatiOn. Inc. Ptwne : (305)871-1530 . I= : (305)071-1531 4268 Westroods Drive Zi���Fs .,, .•G� ``���� `SZO[t!%1L Ea a ,nmr tnt.00Ooot�wn West Palm BeQch, FL 33407 \\\\\ Ha%%% P.E. SEALI�A�JATURE/DATE WALTER A. VLUT1Jr. P.E.hippy FLORIDA Liu. 1 44167 2015 locity Hurricane METAL SUPPLY, INC. Accordion Shutter System KV. RA4E #1 W/ aR W/0 KV. WIMCIY 6tADE pLSCPoPf1aN DATE DNAYM By_- M.L. ro n i 1 _� m 4/13/15 ome 4/13/15 !AWING No 15-085 POURED CONCRETE REQUIRED W, SFPARORTt roar�Cs 11 UwR amEmaO IN 51iiT r9 FOP eADFspa Q s O I ¢14zV(4" HE)(HEAD TEST SCREWS ® 9" O.C. OR 1??eO-20 S.S. MS. W/l:NIR a w, O.C. ON SHEET 13) - TO CAS (SEE 1117 FOR aF S)n IT FOR FLNE FOR Si.AB 1 M 9EET & FQt ETISTING a,WFspa® OR 12 E W 14lMI CONCRETE REQUIRED OR ®* J10x3/4- NIX WASHER HEAD TEK SCREWS ® 1e O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) (9 HV FLOOR INSTALLATION t x E091NG y C4.Ays I sF AoN ? —�(sF><sOsnRe mt i 1 OR CONCRETE ANCHOItS, (SEE SCHEDULE ON SHEET 14) � . RAW "I rim_ REQUIRED L(AT HEAD C REIN CONCRETE ANCHORS 14) �I HV WALK —OVER INSTALLATION i:oNGREIE ANCH (SEE SCHEDULE SHEET 15) EXISTING a 12 O.C. 14:3/4" S.OS. 9` O. C_ 1/4� MOT. GE OF AB IF �CONMM(SEE v $14z3/4' F.H. rms. ®9' O.C. CONCRETE ANCHORS NOTE 13(b) 3(b) NSHEET POURED SCHEDULE ON ON SHEET 1 POURED CONCRETE IOTE ON OR CONCRETE BLOCK SHEET 14) - OR CONCRETE BLOCK REQUIRED REWIRED QK HV WAIL FLOOR INSTALLATION © MY WALL WALK —OVER INSTALLATION OF 'CUREUJ FIAT WAD CONCRETE ANCHORS NCRETE (SEE SCHEDULE ON SHEET 14) QUIRED 11 .jgENCH LL INSTAATION VAUD ONLY FDk UP TO +70. —75 PSF AS.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 t/4-10 tm O.G MN. 1/4'M-7lU3/4" SS IRS n NC i/1.'0-RD NUIS o tr D_o: • • .'• •• .+• DGSTM NON SIRUCIUPAL 200' tMiN. WALL TROT (OEOONAINE MEN POURED ODNCREVE REQUIRED \F�WJnWME INSTALLAMN MAOINW A.S.D. DERMA PliFstA¢: —I'- r= MAIMUM SIMIER WM V-r G HV —qARD—IN!S ALLATION t NOTE FOR COMBINATION OF SECTIO�NS�• s t REMOVABLEINS I WHENPERFOIIMED , E D. o EDGE WSTAHat AMIACENT TO AN OPERABLE E ff ♦ SEE UM ATIONS OF USE FOR I— SEE SHEET 4 FOR T7PIGL SHUnER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W� O HV BLADE ASSEMBLY IN ANY WAY TO SUIT SECTIONS TXLATION.'ED ------ FLOW BUILDING CODE (Non Nigh_ Velocity HUTricane Z ITT = w c A� TILLIT '(ESNNG & ENGINEERING COMPANY sus N.W. 36a. St. 5 305. VU=a% GARDEM. FL08alA 33 53 Poore : (305)871-10 . F= : (305)871-1531 a- I. titte"001 aam Ell-OOO6719 WALTEN A TDUf Jr PE RDRIM Ua 0 44167 A.S.S.A. American Shutter Systems AsseciaHon. Inc. 4-268 Westroads Drive West Palm Beach, FL W407 ® 2015 FASIERN METAL SUPPLY, INC. BE A H TM Accordion Shutter System KV, MAX #1 W/ OR W/o FLV. wMaN a. M N. OFST3OPII1S1 Ml By M.L I OLD 11-192 13/15 '2 No 15 OUT AW (60 �-16 ANCHORS F."[r � IN a7030. SMS Eo/r 0FULL Lu. ?l 1/ 1.1,2- - - HVA G .0®•®�®.®�i 8 +®urs oe©.@— JNEfAASS 7aST1N b + m NM. SEPARATION ® ®m TO G1A55 EI ONNSEE H Ef 11) - I N �-- - --r OUT 3 as. INSTALLATIONS Wf 1 HV BLADE W HV CENTERMATES OR W 3 * SEE NOIES ON LOCDNG RODS®. W LOCKS a<� AND ALIERNAIE KV LOCK ® on %w & ** BLADE STACK DETAIL HW IS VAUO FOR ALL CeMMAIES APPNCATION WITH KMEQI �EMNG GLASS 1.1 IN 7.2f�" SYMMETRYCAL C€NTERMATES MIN. SEPARATION W/ HV LOCK or L� (SEETOSCHEDULE ON. SH EET 11) SYMMETRICAL I N ^r 6 + 7 + CENTERMA ES * it �0-@- HV OC 6 : nONAL +a�, (IH7F mal OUT *® (EXTERIOR) VGf/Y HVE TI LTE C �Osuc:\ •, % !`�: * - TILLIT TESTING & ENGINEERING COMPANY MATE OF NW. 3M� St, St. =. WMPA GRDB15. RDMA 33 �-, • "T Phone : (305)871-1530 . I= : (305)871-1531 Af�ORIOQ �.: "111 .E. °�YAJ,VV Nn4`1VR� E/DATE p�+®� FXLSDNG GllL55 POURED CONCRETE a LCCO/N�CRETE BLOCK WAI 4®� REQ ® _OGLASS + MIN. SEPARATION + TO (SEE SCHEDULE a {I r ON SHEET 11) 4.C. m r/•/I OUT I 6 1/2• MA%. SLACI v HVF** A.S.S.A. American Sheffer Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 3M7 ® 2015 EASTERN Accordion Shutter H.V. MADE #1 W/ OR W/O KV. w1ND INC. HAWING No 15-085 SEE END COON ECItOK DETAILS ON SHMS 10 3 1e OUT 1N '� G MACE 0� OWL HW. N XMEO HNf SHUT e (� ® 'LY a o �® AS WF7.L A6 NMRS 9 L F1DAW USE MR4 UL 1610-RV0 , 1KDlG1FD ON n6s sxEEr. 11AY BE usm rmN T1� K I ca. A2_6� _ ea_ : 12 MMIAMON MAL M SHOWN N TN6 SHEET. * SEE NOW 6 10R w T LOrx, ON SWEET 5. t � 94" ANORNVM 2024 0 ALL04 URGE RANGE NON rAflWM. PUN f OM. AS MANUFAM9W NY AVOEL CHERRY TDUORK PARMVENf. 14EA JBM 07054 OR EQUAL w ©0 HV i" LOCK (OUTSIDE) OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNVT. HVG* a 1 T� IL ECO7,wc. F* Q` TILLIT TESTING & ENGINEERING COMPANY 6= N. 300R St. Ste =. VMM GMW M5i 1TDNOA 33' .W 4 -14 Phona : (3051871-1530 . Pm : (305)871-1531 `�� �mdl• t8t=00aal.wm ,.� Ee-00067i9 WALTER A 1UH Jr. P.E. RDRDA lie. f 44167 PUG INSTALLATION (1) HV BLADE W/ HD CENTERMATES 0 . &� . 0 -------------- t N (PM v < Hw—HVB OUT SYMMETRICAL HD CENTERMATE5 W1 8! LOCK (EXTERIOR) Aw V w,SwAw Amefiean Shutter Systems Mamlation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 HDC—HVC SYMMETRICAL HD CENTERMATES J Mt LOCK (INTERIOR) sE wHs oN 1DOf41C Hag a xG®uxxs HM seEr s It6vO FLMMG MXX0 OES MX M0 S N FOR Nl.HFIREIAlIG6APwCAT"SWHR�(d CQ(E (Non High Velocity Hurricane 2015 EASFMN METAL SUPPLY, INC. OGI7■nA ENV TM Accordion Shutter System 10. BLADE #1 W/ CR W/O ILV. WIWN MADE 1 OLD 11-192 4/13/15 ONE 4/13/15 a DRAWING No 15-085 POURED CONCRETE POURED CONCRETEOURED CONCRETE t?Ol)Rm CONCRETE OR OR CONCRETE CONCRETE CONCRETE BLOCK WALL -' OR CONCRETE BLOCK WALL.REQUIRED BLOCK WALL REQUIRED REQUIRED eLOCK WALL REQUIRED GLASS EXISTING GLASS CONCRETE ANCNO rppSONG GLASS — '(- — / 2- MIN EXISTING GLASS o 16' O.C. �/ 1 JJl r _ 1 Y MIN. T— M E SEPARATION T— 1 7 TO CLASS (SEE MN. SEPAPATICH MN. SE11A ION M& S5*pA1ON SCHEDULE ON SKEET TO GASS (SEE EQ TOG 11 9ADE� SCHEDULEON MEET i I TO CUSS (SEE SC EDLLE ON St1FEiT 1/16'x3- MAX ON SHEET 19 FOR 11 IDR HAtE OANO I i1 FiRSUEDU, �®APTD 11 FOR HARE®AND (so63-OCA-FE AT. CONT. ER ®AOE50g® ON SHEET 19 FOR 1/2' �9/1�DES0 ON SLtET 19 FOR ALUM. CLOSER 19 FOR Q11ER 9DE HAOISOdc® AT (TffTER SDE I/ ; ` HIAD6OgQ� ' OF Q) OFQ) 1/2' M01. I ;USE 1' OR 2- MAX. yio,1/z- s.M_s. %R& sMs. I _—_--(As APPuaAeLE)e° t/a•3o-2- ® 16° O.0ALUMINUM CLIP ANGLE I® is• 0_C. -'_--- 4 \(600-T6 AM" AT MIDHET N(1) #100/2' &MS. TOO&.4 (2)1/4-0 TAPCONS ANCHORS TOSEE DETA L X (T] WALL AT 1' O.0 (LOCATE ATSIDE CONNECTION ) OR & ETTFTFR 51DE OFQ) _ I OR SEE DETAIL X FOR OR ®' To TRACKSSIDE CONNECTION w®w BO+O°" 8 +®°' SSSIIDE CCOONNEXCIWN 0 i0+®w TO TRACKS CoB 7 8 0+®w 10`®w6®�`��©�®^' TO TRACKS 10 ®w(©�+�(B�� ®® @-Q)- —I(D-7O'®w ©-0-"-+ ( —0-®w END CONK ETAI 10 END CONNECTION DETAIL q END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED - ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-O- - — — — — EXISTING GLASS CONCRETE CONCRETE WALL �' �X�� 4 _--- --_ 4 REQUIRED 4a' SBWMCN (SEE 81 1/Y S , ____ —_ GLA (IN Sim To GASS (SEE 1i BADE OAND CONCRETE 1/2' MIN. Sao-TnnF ON 5HW D ___ ------ —_ _ —_ 6 OR®OR�OR oN 19 fill ANCHOR ® 11 FOR MADE OAAD 4 _-- __-- 1 O OR 1 OR i CONCRETE O✓k 12' O.C. 5 ON %IE 08 MR ® ---- - ® �OR ANCHOR % O.a t/z• Mn+. I I l 4 W1 CONCRETE OR E BLOCK WALL 2' 9: STATE OF :< i P.E. NN}N91l�A�fURE ♦ SEE U111rA71oNS OF USE FOR BLADE®ON SHFEr i9 ----N+®w "6 w /T17L EC0,,,N:. TIUJT TESTING & ENGINEERING COMPANY 6333 N.M. 36 SE. Ste. 3r$ V9S9, M GLWM NDFM 33' Phone : (305)871-1530 . Fm : (MO5)871-1531 e—mmT: 67keovaoisam F8-0D%719 WALTER A TUH Jr. P.E. PLORIM lie. $ 44167 LAN DETAIL X A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FIL 33407 VIEW n High Velocity Hurricane 2015 EASTERN METAL SUPPLY. INC_ Accordion Shutter System KV. MADE $1 W/ OR WAO KV. WNIXI Y &M E . 1b OFSW✓ 11 OATS DRAWN g M1- 1 OLD 11-192 4/13/IS DATA 4/13/15 s DRAWING No 15-085 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ CBMMMATES ® & ® or or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/-NO LOCKING RODS or CENTERMAIES ® & ® W/ ONE W -r LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES MAmw AS.D. DEWN F» CONCRETE & WOW INSTA.LLATIONs WALL MOUNTING FLOOR CEILING MOII1fNG L+ 00 L L-01) 30 OR LESS 16'-0' 16'-D' 16'-0' 16'-O' 35 14'-10' 14'-10' 15'-r 16'-O' 40 13'-10' 13'-10' 14'-2' - 15'-2' 45 1Y-1" 13'-1' 13'-4' 14'-3' 50 12'-5' 12'-5' 12'-B' 1Y-7' 55 11'-10" TIT-10' 12'-i' 12'-11- 60 11'-47 1 f'-4' 11'-r 12'-4' 65 10'-10' 10'-10' 11'-1' 11'-1Y 70 10'--6' 10'-6' 10'-9' 11'-5' .75 10'-1" IW-1" IW-4' tl'-1- 80 9'-10' 9'-10' IV-0" 10'-S' 85 9'-6' .9'-B' T-9' 10'-5" 90 9'-3' W-3' 91-5' 10'-1" 95 9'-.0- 8'-9' W-2" W-10' 100 8'-9' 8'-4' 9'-0' 9'-7' 105 W-7" r-11' 8'-s' 9-4- Ito 81-4" Y-7" 8'-r 9'-2' 115 8'-r 7-3' 8'-4' 6'-11' 120 8'-0' 6'-11" 8'-r 8'-9' 125 7'-10' 6'-8' 8'-0' 130 7-.8' 135 7-7' 6'-2' Y-9' Y-9' 140 7'-5' S'-11' Y 7' 7'-8' 145 7'-3' 5'-9' 7'-3' 150 7-2" 5'-7' 7-4' 7'-0• 155 7'-W 5'-5' 160 W-11' W-2' 165 V-10' 5'-1' 170 W-9' V-11' ISO 6'-W 4'-8' G-8' S'-10' 185 W-5' 4'-6' 6' 7' W-W 190 6'-4' 4'-5' 6'-6' 195 4'-3' 6'-.� 5'-5' 200 6'-2' 4'-2' 6-4' 205 6'-1" 4'7V 6'-3- S'-1' MAXIMUM SHUTTER SPAN* "L+" OR "L-" (fL) FOR INSTALLATIONS W/ ONE HV LOCK or ® or W/ NO LOCKNG RODS (SEE NOTES t 1t) uu MID. LICS" PrASSURE Ww CONCRETE do WOOD T WALL MOUNTING R FUDWOERM MOUMONG L+ (61 I L-(IJ 30 16'-G' 16,-0' 35 14'-10' 14'-10' 40 IS-10' 13'-l0" 45 1Y-1" 13'-1' 50 12'-5' 12'-5' 55 11'-10" ill-lo• 60 11'-4' 11'-4' 65 IW-10" 10'-10" 70 10'-6' 10'-6' 75 10'-1• 10'-1' 80 9'-10' 9'-10' 85 9'-6' 9'-6' 90 9'-3' 9'-3' 95 100 8'-9" 105 W-7' 110 8'--4' T-7" 115 5'-2' 7'-3' 720 8'-0' 6'-11' ISO 7'-W W-5" 135 7'-7' 140 7-5' 145 7'-0' S'-9' 150 7-2' 5'-7' 155 7*-0' 160 6'-11- 165 6'-to" 5'-1' 170 61-9" 4'--11' 175 W-7' 4'-9' 180 6'-6' 4'-r ' 185 6'-5' 190 6'-4' 195 6'-3" A4!-2r 200 6'-2' 205 6'-1' IMUM SHUTTER SPAN* "L+' R "L-• (fQ INSTALLATIONS SYMMETRICAL W/ ONE HV LOCKS OR W/ NO LOCKING ODS ff (VALID FOR MODNRNG Q SHEET U AM P� (+ �) CONCRETE INSTALLATIONS F100R/CEILING YOUNDNO FLOOR ALL YDIaNON6 L+ 30 IW-0' 16'-O' 35 15'-2' 40 14'-2' 15'-2- 45 13'-4' 14'-3' 5D 12'-3' 1Y-t' 55 11'-1- 60 10'-r 10'-11' 65 9'-5" 10'-1" 70 8'-9" 9-4' 75 - e'-9' INST CONCRETE &- WOOD MANSORY WALL A. B, C. D, E. M. N. 0. P. 0, MOUNTING F, K & L R. S, & V. FLOOR/CEILING G. H. 1. 11, J T. U. W & X MOUNTING & M O MA MUM SHUTTER SPAN 1+" OR 1-' FOR INSTALLATIONS INTO WOOD SHALL BE UMOTFD TO 105 p5f. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENIERMATE #3 MAY BE USED AT ALL MOUNIM INSTALLATIONS_ LOCKING SPECIFICATIONS SHN.L BE AS INDICATED ON MANDATORY CONDITION 02 NOTE 95, SHEET S. tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+' OR 1-' AND MAXIMUM ASD. OE.SING PRESSURE RATING FOR NSDALLAMONS INTO CONCRETE OR CONCRETE SOCK SHALL BE LIMITED AS FOLLDWS: f- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f.'AND 8'-0' SPAN, SEE MOUNTING MQ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 10 HV BLADE (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L--: MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTIOM) OR FLOOR/CEILING GIVEN A P05DIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1 FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE AIM DETERMINED SPAN BETWEEN 1+' AND 1-"_ COMBINATIONS IN TO DEIEWNE BETWEEN WALL MOMUNnN SUM � FOR W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING - DETERMINE L1+- MAX_ SPAN FOR WALL MOUNTING INSTALLATIONS_ L2+= MAX. SPAN FOR FLOOR/CEIING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS-D. DESIGN PRESSURE RATING DETERMINE L.1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX_ SPAN FOR FLOOR/CEILING MOUNTING INSTA"TIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+', 12+", 1t AND 12-" (4) Go TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 2015 EASTERN METAL Hurricane S S torn 1 "B4 MTI V TM Accordion Shutter System . 1 . • FLV. F #1 W/ OR W/O KV. W NDUW ELADE Ame1'ICGn Shutter Systems mv. mj m%RwOOM I DATE I MM 6c 10,AY c 17WT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 1 t-192 4/13/15 DAZE 4/13/15 G= N.W. 3WL SL, SM. W% VRDM GAMEM W" 331 ppq:" : (30WI-153O . F= - (305)871-1531 4268 Westroads Drive 2 ' DRAWING No 3 � o- vl: 91e West Palm Beach. 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Fes : (M)01-1531 �qy6� ON e—nw1 Ueooew.. wA 7m °, ff jr-M }s(������AL .E. JCiQ6I>1415E/DATE floR®n ue. 44167 TAPCON OR TAPCON WRH ADVANCED 1HREADFORM TECHNOLOGY ALL POIMS SOLID -SET BLUE TAP TAPPER+ '1` SEE ANCHOR SPEURCATIONS ON SHEET 13 ♦SEE LlMRA'Ii0N5 OF USE FOR BLADE ® ON SHEET 19 Q HV BLADE OR i1� HV BLADE W-1 d& HV WINDOW 'BLADE WORKING IN UNISON BUILDING CODE (Han. High Velocity Hurricane ® Z015 EAsrm METAL suPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System. KV. HARE #1 W/ OR W/0 KV. 'fitMW HADE 1 OLD 11-192 4/13/15 WE' 4/13/15 3 DRAWING No 15-085 0 p i. 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T STATE �F P.E. TAPCONTAPCON OR RB2EADFORM 7ECHNOIA(,Y ALL POINTS SOUb-SET BLUE TAP'W/ CAP TAPPER+ . sTC �S1FET iB aT use WB fYMH�' • 1 41. x] 1 • Fill � 4c 1. ANCHORS TO SUBSTRATE SHALL BE /S FOLLOWS` (A) TO DaSfING POURED CDKMRETE (Min. fc .- 3 k80 - 1/4-0 TAPCON OR TAPCON WITH AUMANCD THREgDFOf81 TECFINOIDGY ANCHORS. AS WWUFAORIRED BY LT.W. BIADEK. (Mn. Cc = 3 k4 - v/40 x 3/4' ALL POINTS SOUR -SET ANCHORS. AS OisIRIBUTD By ALL FONS; Saw. BOLT & SPEcx7Y COMPANY. (AEn. fe = 3 k®) 1/4-0 BLUE TAP CONCRETE ANCHORS W/ GAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc = 2 kmj - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC- AND DISTRIBUTED BY ALL PODS SCREW. BUT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VE NOOR REGISTERED WPM THE AMERIM SHUTTER SYSTEMS ASSOCIATION. INC. (Mint Cc 3 k5V7 .1 WKWUM EMBEDMENT INjU POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TIUHEADFORM TECHNOLOGY ANCHORS AND TAPPER+ -- ANCHORS IS 13/4: AND FOR BLUE TAP W7/ CAP ANCHORS IS 1 1/Y A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4- ALL POINTS SOLID-SLT ANCHORS SHALL BE'.7/8' DAO THE POURED CONCRETE. NO-UMEMMENY INTO STUCCO SNLL BE PERMITTED. 1/4 0-20 S-- MACHINE SCREW USED SHALL BE 1 1/r LONG MINIMUM SHOULD STUCCO E70S7. AND I' MINIMUM FOR WALLS WITH NO SRI W. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PRIEM PAVERS OR ANY VENEER BE FOUND ON THE EQSRM WALL OR FLOOR, ANCHORS SHALL BE -LONG ENOUGH TO RFACIi THE MAIN STRUCTURE BEMND SAID WALL FINRSHM ANCHORAGE SHALL BE AS INDICATED ON NOTES /+.t) & A2) ABOVE FOR INSTALLATIONS ON WM SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS 04GINEER. FOR NSTALLATLON INTO EIFS WITH METAL STUDS SEE SHEET 2D. (B) TO DOSTING CONCRETE BLOCK: (ASTM G-BD) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TFDREIOFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LYN BUMMX - 1/4'0 x.3/4' ALL POINTS SOUR -SET ANCHORS AS DISTRIBUTED W ALL. POINTS SCREW. BOLT & STECW.TY COMPANY. - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS CUNT&ACT RED BY FLORIDA PS04M DIRECT. INC_ - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY ,tom FASTENERS, M. AND DISTPoBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED UK ACHOR® VENDOR REGISTERED WHIN THE AUMM SHUTTER SYSIENS ASSOCIATION, INC. NOB.15) MINIMUM EBiEDMEM ONTO CONCRETE C-0ACK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS I TIC AND TAPCON WITH ADVANCED THRFMFORM TECHNOLOGY ANCHORS IS 17. B2) MINIMUM EMBEDMENT OF 1/4 I x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE MMULY BMEDDED INTO THE CONCRETE MOM W EMBEDMENT INTO STUCCO SHALL HE PaWTED. 1/4. 0-20 S.& MACHINE SCRLV USED SMALL BE 11/r LONG IBM" SHOULD SNOW MOST. AND I' MINIMUM FOR WALLS WITH NO SNCW_ 83) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR nook. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SRRMCIURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS Mc am ON NOTES ILI) & EL2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EWS TINH OR WITHOUT METAL STUDS CONSULT THIS ENGINEM FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET M (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEMICARONS OF THE ANC OWS M ANUFACRRiER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE MD) VEI IS SPACING RELATIONSHIP FOR ANCHORS. FDOF 015TALMCE VERSES �(PACNG SEHEDUL FOR ANCHORS: MAXIMUM ANCHOR SPACAIGS ARE VALID FOR EDGE DISTANCES nuavTED BELOW. FOR E. D. LEST TIM THE INDICATED. REDUCE ANCHOR sPACWG OY MULTIPEYIC SPACING SHOWN WI SCHEDULE BY THE MILOWING FACTORS. REDUCED SPADING OBYANED USING FACTOR SHALL NOT DE IIIS THAN UMMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR _ EDGE TAPCON TAPcDTHRFADN WITH 7F ADVANCED ALL PCM SOLID SET BLUE TAP W/ CAPDICI TAPPER + WN SPACING ED. MW. SPACING - 3' NON. SPACING - 3' MIN. SPICING - 3 1/r MIN. SPACING = 3' 3 3/4 4 POURIO CONCRETE & CONCRETEBLOCK NTEL Pam Cum ME=3 / OIMDEE BOX R. M-2 1 POURED CONCRETE 57 CONCRETE BLOCK Litt Pau BD- CQUCRE7E & CONCRETE )> -5 � POII✓ D OMEREIE MI EA=3 I)V OOCFEIE TLOO( MN M-2 1/7 3' 1.0 0.90 -- 1.0 0.78 1.0 0214 1.0 21/2- - 041 11.0 - - 0.67 tO r - 0671 - - - 0.51 1 3/4' - Gal2- - - - 0.43 - 1. 1 am - - - --- -- -- - '/T15"LTEC0,rac.\ TTLLIT TESTING & ENGINEERING COMPANY 6= IIW. 3110. St. Ste. ". VWOU GUMINII. NMUM 33 Phone : (3o5)ft71-1530 . Tex: (305)871-1531 Hrmol: tltrree do ® GB68110 YYNi-lER A MIT Jr. P.E. r FLORIDA Lie. f 44157 A.s.s.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 locity Iturricane 2015 EASTERN METAL -SUPPLY. INC. Accordion Shutter System MV. BLADE #1 W/ Cat W/0 KV, W NM BLADE 1 OLD 11-192 4/13/15 DATE: 4/13/15 3 DRAWING No 15-085 MAXIMUM GIVEN A.R D MAX-- DESIGN PRESSURE HUTTER I�j�(n�.f� �� COaR POPiDING MAXIMUM / NEC-aTiHE A g.D. DESYGN PRESSURE Re71NG AND (SEE MOUNITKW ON SHEETS 16 & 17). - ANCHOR A CO SPACING ING (IQ,1. MQIJ-Ng SCHEOULE ML FOR A :S�; LJ F==t !E3 T RAT f= SOUTHERN PINE No. 2 W/ MIN. G=055. DOUGIAS FIR W/ MIN. G=0.50 SPRUCE'PIKE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 t/2" MIN' CDX PLYWOOD P E No. 2 WMAS � , G_p,50 SPRUCE TH FIR NORTI W/ MIN. G=0.43 SPRUG PINE FIR SOUTH W MIN. G=0.36 uUMN SPuuT (� WALL MOUNTINGS M. N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M. N. O & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, O & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& 0 B.O. WAIL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V ®Iaemel Eoe� 69.S IWIJE 8E9�CAs jp) R9i ®®E it®FE 111YE (EiJ 69W APAN[�E@S(pfJ ®THSAJE 6'J$liE DHC (p� �11� p6pG� 097%OO[R5=0.ww x=M=H686'E2=(A Cw N=MwEL✓ww 30 40 60175 90 05 40 60 75 90 05 30 40 60 90 05 40 6075 90 05 30 40 60 75 90 05 30 40 6075 90 05 30 40 60 75 90 O5 3D 40 50 75 90 OS 30 40 60 75 sI OS 30 40 60 75 90 OS -6' OR LESS 12 ITO 10 9 8 B 6 B 6 6 6 6 12 10 10 9 18 is 6 is 1 6 6 6 6 12 10 70 9 B 8 b 6 6 6 6 6 6 5 4 4 4 3 72 12 12 72 12 12 12 12 12 12 12 72 12 72 12 12 i2 72 4'-0' 12110 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 16 12110 10 S" 8 8 6 6 6 6 6 6 6 5 1 4 4 14 3 12112 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 ' 51+O' 12 110 10 9 8 8 6 6 B 6 6 55 12 10 10 9 8 8 6 6 6 6 6 15 12 10 TQ 9 8 7 6 6 6 6 6 5 6 5 1 4 4 4 3 12 12 12 12 12112 12 12 12 12 12 12 12 112 12 12 12 10 6'-W 12110 10 9 8 S 6 6 6 6 5.54.5 12 10 10 9 8 5 6 6 6 5 5 14.5 12 70 10 9 8 5 6 6 6 6 5. 4.5 6 5 1 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 S5 7'-W 12110 10 .9 1L5 4 6 6 8 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 5 - 6 6 6 5 4 5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.z 12 12 12 10.5 85 75 12 70 10 75 4S 3 6 6 6 5 4 3S 12 10 10 6 3S - 6 6 5 5 3 12 10 10 4 - - 6 6 5 5 3.5 3 6 5 4 - - - 72 72 12 12 12 12 12 12 12 12 11 95 12 12 11.5 9 7.564 9'-0' 12 10 10 5 3.5 - 6 6 5.5 5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3S - - - 12 12 12 12 12 (X 12 12 12 11 SI-5 8.5 12 12 10 8 5 5.5 10'-0' 12 10 75 .4 - - 6 6 S 4 3 - 12 10 6 3 - - 6 6 4 5 3 - 12 10 3 - - - 8 6 4 11'-0' 12 10 S5 - - - 6 6 4S - - - 12 10 4.5 - - - 6 .5 a5 - - - 12 10 - - - - 6 .5 12'-0' 12 10 4S - - - 6 6 4 - - - 12 10 35 - - - 6 5 3S - - - 12 10 - - - - 6 5 X. 13'-07 12 10 - - - - 6 6 - - - 12 TO - - - - 6 4.5 - - - T2 5 12 10 - - - - 6 55 - - - - i2 7 - - - - 4.5 - - - - 12 7 15'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 -- 16'-O' 12 1 HV BLADE OR O) HV BLADE W/. HV v WINDOW BLADE WORKING IN UNISON* • SEE (110[AIWS QF iff iIXi BIADE ON tiEEC 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. - 1. ANCHORS To WALL. FLOOR OR SOW WOOD SOFFIT SKAU BE AS FOIloW3 - 1/4'A TAPCOH ANCHORS, AS )MANUFACTURED BY LT-W. SULM W/ MHU M EN6EDMEW AS 2108ATED AT EACH SECIWN ONSHEETS16 & 17. EXCOMON: SEE NOTE 2 BMW. 2. ANCHORS TO HOUDW AEUDIG 511Y1 BE AS PER MOUNING TYPE U. SREEr 17 AND SHOLL COL95T OF LAS SCREWS AS PER IDS 2012 SPFpFICARONS. 3- SURSTRNTE.SHAL CONSW OF THE FMLOA=k -SOUTHERN PIE No. 2 W/ ".55 OLDS) -OOUGIAS FIR W/ G-0.50 OLD-%) -SRDCE, PINE FIR NORTH W/ C- L43 (ADS.) -SPRUCE P E FIR SOUTH W/ G-0.36 OLDS) -JAIL 1/2' CC)C PLYYWOD (1986 APA) . 4. ANCHOAS SWILL BE INSTALLED FOUDYBNO ALL OF 7HE RECOMMENDATIONS AND SPBCF1CATTONS OF THE ANCHOH5 MANIFACTURM 71{IHHHUIp �� IL ECO,.c. IZ"% ,.Wow/ TILUT TESTING & ENGINEERING COMPANY Q.16 - �'-'-�'�C G35, O.N. 3' SL, " m. VItf.m GAfm % ` 33 �• Fkme : (M5)871-1530 . Fm : (30S)871-1531 c-m01: t0feeosaamm * STATE Of r r WA.TERRA.DIILUTT Jir. P.E. FLORIOA Lie. f 44167 A.s.s.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY. INC. Accordion Shutter system KV. R ADE Of W/ OR W/0 KV. WINDOW aADE CAWING No 15-085 1 W/ 1 1/2- Mm. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADER (SEE SCHEDULE ON SHEET 15) • • A •—••— \DUSTING UK (} 1 rx4' WOOD A HEADER REQUIRED µl DUSTING I MUL SEPARATION ( I GLASS --I TO GLASS (SEE' 6— 11 FUR I LEADE(D A Nan . CA DUST== 2'x ' MIN. SEPARATION TO GLASS WOOD PLATE (SEE SCHEDULE ON SHEET 11) REQ'D_ TAPCON OR Minm. PENETRATION OF THTREADt (SEE SCHEDULE ON SHEET 15) 1/2'•MIN. COX PLYWOOD REWD. NG MIN. rx4' STUDS ® 16' O.C. MAX. REO'0- )<ID TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2308 OF THE F.B.C. 1/4'0 TAPCON OR TAPCON WIH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/r 4(4. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADER (SEE SCHEDULE ON SHEET 15) 1/4'0-2043/47 S.S. MACF6NE 1 "8 SCREWS W/ 1/4'-20 NUTS % 11' win ® 12' O.C. N ®♦I I V I I �E2'X4' G MIN. � 2'x4' WOOD 1 HEADER REQUIRED EXISTING TING MIN. SEPARATION TO GLASS G1(SEE SCHEDULE ON SHEET 11 I MIN SEPARATION TO GLASS DUSTING (SEE SCHEDULE ON SNEER 11) GUIS��MA '•4 1/4'b-2Ox3/4' S.S. MACHINE SCREWS IN, 1/4--20 NUTS ® is O.G. 2'x4' CONT: WOOD PLATE RED'D. I ADVANCED 1/2- LI A11 AREA INTO PLYWOOD OUSTING MIN. 2'x4' STUDS 0 16' D.C. MAX REWD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE F.B.C. u Min. 1 1/4'0 TAPCON OR NOTE. \\ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL t/2 NHR. CD)Cj 1HREADFORM TECHNOLOGY SHUTTER ASSEMBLY- YLygyp. W/ 1/2' M-m. PENETRATION OF 2-MOUNTING SECTIONS CAN BE COMBINED WALL FTN ' THREADED SCHEDULE ARFA N S PLYWOOD SUIT ANY IRSTALATIN ANY ON-ro (SEE SCHEDULE ON SHEET 15) QQ HV WALL SILL INSTALLATION • SEE 1.09INTIONS OF BLADE eN ON -%mug OF IL ECO�N�. TIWT TESTING do ENGINEERING COMPANY GM N.W. 3nh. SL. Stx. 303. VI MA CAFDOS. NORM 33 Phm : (m5)871-1530 . Fmt -. (3Ds)87I-1531 .—Rwa: tTtecoo"L� EIT-0006719 WALTER A TILM Jr. P.E RORIM Ue Q 44167 IT TAPCON OR TAPCON WITH ADVANCED DFORM TECHNOLOGY W/ 1 1/2- ENETRATION OF THREADED AREA TO : SCHEDULE ON SHEET 15) 2k4' CONT. SILL PLATE RWIX 1 x DUSTING GIASS- 1/4-0-2Dx3/4- S.S. a - A MACHINE SCREWS USING NUTS I I ® w D.C. it I--R-1' Min. 1/4'0 TAFCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min PENETRATION OF THREADED AREA TO DUSTING WOOD HENIFR. (SEE SCHEDULE ON SHEET 15) WALL FINISH MU NG CODE (Hon High Velocity Hurricane ® 2015 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shufter Systems Assoclaficn, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. MAX #1 W/ CR W/0 H.V. NINDOW BLADE 1 OLD 11-192 4/13115 DATE 4/13/15 2 1 DRAWING No 15-085 L FINISH 1/4'0 TAPCON OR TAPCON W1TH ADVANCED THREADFORM TECHNOLOGY W/ t 1/2' MR. PENUMON OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SKU 15) N "EIEDMIM MN 2'x4• EXISTIN HEADER REOb GilSS d NM- SEPARATION TO MASS (SEE sc HEDuLE ON sHEEE 1 1/4-0-20x3/4' S.S. 1' PHILIIPS TRUSS HEAD l 1ASCREWS W/1 1/4/4'-20 HUTS ® 12' D.C. QS HV WALL HEADER INSTALLATION I -SEE SHEET 4 FOR TMCiL 9NRQR ASSMAMY 2-NOUNIWO SECIWNS CAV BE 00981Hm IN ANY NAY TO SUR ANY RMALLA710N. I MIN. SEPARATION TO GLASS �(z SCHEDULE ON SHEET 1 I t 0 Z74 1/4', M= 41x6' (l.9n-) EDOSMG WOOD F1EAM REQUIRED. SIRUCTURAT- ADEQUACY - OF E)OSRRG WOOD BEAM TO BE CERRFIED BY RE MIERm ENGINEER OF ARCHITECTS PRIOR 70 SHUTTER 94STALIATION- 1/43 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Wm- PENETRATION OF THREADED AREA TO DaSTNG WOOD HEADER. (SEE SCHEDULE ON SLEET 15) T I SRVFAM To a (sff 9DEfl1AE'RN SNFF7 E705RNG, It I 6N MEET 19 FOR GEus\ I 9AOL5®aCHi) I ALh7RNA IANCAOR LOCATION ©+ 7 2'x6' NON- WOO DECK RFDUIRED (NO BOSH ALLa m) 1 1/4-0-2013/4' S.S. c: 1/4-o TAPCON OR PHIWPS TRUSS HEAD TAPCON WITH ADVANCED - MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM W/ 1 1/z' Elm. PENETRATIoN ® 12' O.C. TECHNOLOGY W/ 1 1/Y N-m- PENETRATION OF THREADED OF THREADED AREA TO COSTING WOOD HEADER AREA TO ECSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SOREDl1LE ON SHEET 15) SEE IIMRA71ON5 OF USE FOR QV HV -WALL SILL INSTALLATION BLADE 80N SHEET 19 WO HV FLOOR INSTALLATION 1/2- SM-S./4 L a 6. O.C. or @ or © I I OPEN HOLE AT EACH STUD TO ACCEPT 5/16-0 LAG SCREW AT CENTER OF TUEE QV- ......... F �lV, *� rnLIT '11STING do ENGINEERING COMPANY i�•�. OOOF ; • t�.` em H.N. ] ul s4 SIX M% "Mu GNME . 11.01M 33 �i Ph=e : (305Wt-ISM . FED : (305)671-1531 '�j� CC51'•., '�� ``�� a -mail: h871 alcom i s/ONAL EX %0 WALTERED.A. TauITt.9ir P-E- P.E. 6 �i RE/DATE EtA� LL` a f4767 bEDO .o I �(DOR(W 9 0 p I0x3/4- HEX WASHER HEAD TER SCREWS 0 12' " (IF APPLICABLE) E ISTING WOOD TRUSSES OR RAFIM 0 24' O.C. REQUIRED � 3/47 SOFFIT MRtt. 1HK. ak41xt/6' CONL ALUM- TUBE' 6063-T6 ALLOT) W/ © 3)5/1o LA LAG SCREWS TO Or or EACH anF OR TRUSS. LOCATE LAG SCREWS AT NMWIDTH OF COSTING WOOD MA NDABER, (Y Min- NOMORAL- INSTALLATIONS WITH 72pd MAX. AS-D. DESIGN LOAD AND w 9'-W MAIL SPAN- THIS INSTALLATION is ONLY VALID FOR WOOD W/ MN. SPECIFIC OPAVTIY OF 0.50 AS DOUGLAS /1 OR ®* FEE? OR SOUTHERN PINE No- �51 OR EQUAL 1 SEPARATION TO GLASS NESHEEr SCHED1� I I EXISTING I GIASS—1 c L OF �— DECK IF APPLICABLE M 1/4'0 TAPCON OR TAPCON. WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Wn- 2- MIN. PENETRATION OF THREADED AREA TO COSTING WOOD HEADER. (SEE s13HmuLE ON SHEET 15) 0 WALK —OVER INSTALLATION A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2'x6' MN. DECK REAL (NO FINISH ALLOWED) EDGE OF DICK IF APPLICABLE 2015 EASTERN METAL SUPPLY. INC. vwmlrww" ■ wr Accordion Shutter System FLV. a" P. W/ OR WA FLV.. %m mm 11AIX AWING No 15-085 END INSTALLATIONS C) HV BLADE OR J WINDOW BLADE INTO 2"x4" MIN WOOD STUDS ) eR105 R 25M- K& 16= `1/Y m = PtrewO. 11. 1w/2- sUS O..p..mov ((o F •E +S �I eE 00 eFi�c3+t- •R .[... �E t•-O Fi O �L• �B� •E �£ •E 3 ! R11. _ I• ��:.. Fl 11 9 — - SFE lapW.X F SIDE, TO 16,a6 1/Y END CONNECTION DETAIL Comm 1/4-0 9PtxH uu0 fft0i1//�2'' 5AM T Yl/ 1 x112- N7L bt6 dG WN P831R11(@I o Y O.C. 1/2' w Sam v Q1 oR 9 FaEll Ysn,P.> IRWa. 91 Qi'®�®•C9 END CONNECIL011_11ETAL 12 lttgtlp0 Al ` ......:..... Al' �.�-bCEN �••� -, TATE nF .0. �IIL E C O tNc. TILUT TESTING & ENGINEERING COMPANY 6355 PM 34M. Ste Sn. 30% V=M GAMM. R Wa}A 33 Phw : (305)371-1530 . Fax.' (305WI-1531 'Ma: UR.D.GMAt ®-OWS719 WAUIER A. lUff dr. P.E FLORIDA Lit: Q 44167 1/2-, PLw000. i � furtlumrF?a lvasa-Y ,4°u.o.A" wean wxsE j /av awvs ro 2W ,ffia VZ OR SM 1) XL X FORJ S E COMMM END CONNECTION DETAIL • 1 MUM Oar WR SP.p6 ,XSAiFR peel 17-a' sa un�nnONs of USE FOR BLADE 1`^J ON stffET 19 111 A.S.S.A. American buffer Sysiwns Assocfaf9on, Inc. 4268 Westroads ,D1ave West Palm Beach, FL 33407 v GK(Non High Velocity Hurricane Zone ® =5 Esim METAL suPPLY. INC. BERTHA HVm Accordion Shutter System HV. 13 AM #1 W/ OR W10 H.K. WMOW MME :V. w3c mim DAn I ORAWN BY: ML 1 OLD 11-192 4/1VIS DAZE 4/13/15 3 DRAWING No 4 15-085 FODSITNG LE EVATION NeL SUMMON TO GLASS SOMILE ON SM 11 FOR BADE® AND O1 DOS Sl'ZEr FOR BLADES (D & _. . .� ` —________________ 1___—__—___--,s- CAL CQ1tff WAMS (El ® v v W/ OR=ANO l..l W/D ( I = 4 ABWc') PLAN TYPICAL n HV BLADE WORDING IN UNISON WITH HV WINDOW BLADE dA SHUTTER* N.T.S. 1. WUL A a O. DEIGN PRESSLRE RADNG +110. - Ito pa.T. 2. &" sHUFIER SPAS Or 3. ALLOWED UOUNDNGS A R 9 & H ON SHEETS 6. 7; AS WELL. AS 4U� WINNGSS N. O T. U & W ON SHMS 16 & 17. ONLY ARRR D IN A OR No IN CASE OF to S. (A)) HM WNDOW BLADE @ SHALL ONLY ALLOW A UMMUN OF 5 OPEMRCS (3Y HOLES) FOR ® PER BLADE AT SPA m summ ON stun 4 (B) UR1. CLEARANCE FRw 7w OR BOTTOM EDGE OF HM WUIDOm BADE© OF ANY 3-0 HOLE FOR SHALL BE 127. (C) FTRSF OR LOkT BLADE COLING OUf FROM SIARH3t5 AT ENDS MAY BE EN W NDOW BLADE W (D) HM WDIDOW BIAS ©NWT BE USED ALTENwE TD A sOID w BLADE(j) THROUGHOUT SHUTTER'S waK TES SHALL.AWAMS BE NSTALLED ADJACENF M A SOLID HY (L E 1 AT ET HM SIDE OF THEN_ _ (F) POLIVSHWHATE HM WINDOW ® SHALL BE INSTALLED So N$ FACE DH7H THE ERIOR OF E 0P0QKG BFDiG PRO{ECIED. HM ENDOW" TAMUST BE ONLY HSTAIID AND Loon USING A HY SEIiWG TOOL PROMR7ED BY ASSA. DIM B. SEE ANCHOR SPACING SCHEDULE FOR LHSOMIATIONS INTO WOW FRANE BNIAI.N&S ON SHEEF 15. AS UMED 6Y SPAN AND DESIGN LOAD (SEE NOTES 1 8 2 ABOMb. 7. SM ANCHOR SPACM SCHEDULE FOR DSFALRIONS WO POURED CONCRETE, OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS L MIm B( SPAN AND DESIGN LOAD (SEE NOFE4 1 & 2 ABOVE). B. 1OMMUN SEPARATION TO CLASS SCHODULE, PER ASTH E-1996: WIND ZONE MiMM UH SFPARATON To GLASS i THEN 3 1. 4 6.95' i WN9, 1-I; kl,l _A `jlittLFnuuUiFfl4, a �'- - 7Ti77L77EC O LNG. TILLIT TESTING & ENGINEERING COMPANY SS, VHMA aNm11s. flID 3Ji Phone : (305)a71—tsao . Fm� : (3D5)871-153t ^�=� WALRRF A.�IILi.R1Jr. PF.iw.-1QU FT.OROA lie. +1416! S S . . . ■ American S11Y � S)IS:®M9 A99oclTotlOn. Inc. 4268 Westrbads Drive West Palm Beach, fL 33407 ® 2D15 EASTERN A(ETAL SUPPLY. INC. BERTHA l VTm W/ Aeon Shutter System FLV. Il" #1 OR W/O HV. WAWA BADE _ t STATE F�Fs�maN BA1E oRmm Nr: U/ GILD 11 —192 4/t3/15 DA7E: 4/t3/T5 p DRAWING No 15-085 cS(1 ..yNG�`�� .l...a1� i...m SHEET aw 1 1/2SA-6u3G 0.035• T10CIC plan. ASTM GRADE �O Min. G-60 GALV•'Sam METAL SPOS AT 16. O.C. 0 6. O.Q/ 0 6- oc. INSTALLATIONS W/O) HV BLADE & HV CENTERMATES -w� INTO METAL STUD WALLS * 11 F ffmaR FACE I —AS AYYU4Atllt / o. , N msma GLASS—i MIN. SEPARATLON TO GLASS W F (SEE SCHmUL.E) H I (Typ) 6 1/4 i 0.035• THICK Afin 1 Ix SHEET. Tw= 1awr6+E1.1 FINISH AS APPLICABLE Im 1 —� ! � %3 MUM 40 16i C-60 , M FASTENED TO STUDS I6=1lz TE1C SCREWS ON , 4 3a $3a $ E1RF%OR FACE a 6. O.C. a 6. O.C. N � W S 1/2• 8 - 12 GENERAL UM QNS AN -CONDMONS OE USE fl E ACCORDION SIMEM INSTAL 1 ATION TO METAL STUD WAL I S 1. MAX. A.SA. DESIGN PRESSURE RATING: +75, - 75 (ps1) 2. MAX. SHUTTER SPAN: 64' 3. ALLOWED MOUNTING: © ON THIS SHEET. 4, ONLY ENTERMATE 21 W/ 64) HV LOCK ARE ALLOWED WI)H 21 ARRANGED A METRICAL LAYOUT. USE O (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. *'I BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WRH BLADE Q 8 i 1 112Sc OAY,• pEm A.S1M A—= GRADE 40 .:: .}' w ' G-60 CAGY. SIm 1• ") MS WALL HEADER/SILL INSTALLATION METAL SKIDS AT 16. V VA — EXISTING GLASS SYMMETRYCAL 1/4- 1/2' Min_) 2.00(r M6 r ao�• � L® 0 oA' I/4'e NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY a.. .l��-► .... WIND ZONE WNWUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4' FINISH AS APPLICABLE (Frp. TOP & BOTTOM) -` ' -. METRYCA Y M S M L _'' CENTERMATES W/ - :.INTERIOR ACCESS SIDEr:. I .. " A-(33(6' Min.) ' l i ; •r A �• 111..1E C O �N�. *: • ! 1 ';* TILUT TESTING & ENGINEERING COMPANY _ 6355 N.W..16@. SL.. St. 30% Vftt M GRIMM nARG 33 STATF OFPhase : (3(ISWI-1530 FmG : (305)071-1531 e—mml: Siteco®aaL�n '�i� Fss • ' C7� ���` WAITER A. TUTT Jr- P.E. �`*i...!©DfALrS��..a`; FIMM Ix. a 44167 O719iG1H + r ® 1 xo-20X3" BOLT MUST PENETRATE 43c 1" 1373' _ /4'm-20 THREADS ® � /�'es ELCO CON5fRUCTIOid FROM FAB-L -K HD ,r _EWA 1/2• MAIL. STACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 COMPONENTS SCAT£: 3/8-- 1- LOCATED AT Q HV WADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK )ING COIIE (Non Nigh Velocity Hurricane Zone 2a15 EASTERN METAL SUPPLY, MC - BERTHA HVTM Accordion Shutter System HV. 14AM 01 W/ OR W/0 H.V. WM W aXF 1 I OLD 11-192 4 13/15 OAiE 4/13/15 s DRAWING No 15-085