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HomeMy WebLinkAboutPLANS11 T GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (p,ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE. ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH -A DIRECTIONALITY FACTOR Kd=0,85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONOTIILIN, ULTIMATE DESIGN WIND LOADS DETERMINED PER..ASCE 7-70. SHALL BE FIRST REDUCED TO AS:D. DESIGN Wf,YD LOADS BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/ MAX- (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 iHRU 15, 79 & 20: 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D AS TESTED, WERE. NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tEX USED IN THEIR ANAL.YSS. HOWEVER, A WIND DURATION FACTOR CD=1:fi0 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 (D $0214.01-03, 00715.01-03, #TU04.01-05, #1214.01-05, #0317.02-06. I10609.01-7G AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-7996 STANDARDS (MISSILE LEVEL. D, WIND ZONES 1, 2 & 3).& 91226.01-10 AS PER TAS 201. 203 & 2W PROTOCOLS LARGE MISSILE. -HV .WINDOW BLADE 0 40505.01-08 AS PER ASTM E-1886 AND E-.1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 111 0725-01-88. AS PER TAS 202 PRGTOCOL. 2, HV BLADEE (D AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK: IN UNISON WITH. EACH OTHER UNDERTHE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS IRV SCREWS), USED AT BLADES- KNUCKLE AND FOR DIRECT MOUNT CONNECTION ;Q TRACKS SHALL BE 14xZ75' AND 94z1.75" RESPECTIVELY, 470-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH tD WI H MIRKYIELD STRENGTH SY 180 kA TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA +W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AIRERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST .BEAR THE HV MARKING ON THEIR HEAD. - 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON. SHEETS 2 AND S. MINIMUM YIELD STRENGTH FOR 6063-Tfi ALLOY IS 30.0 k9T AND 35-7'W FOR 6005-T5, ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTIH 50 ksi RAIN. YIELD STRENGTH AND 90 k,; .MIN. TENSILE .STRE"1VGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 T.33.4. 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM_ YIETA 'STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE .fl : i2,13,14;15 AND 20 HV BLADE (D& WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V' ACCORDION . SHUTTER SYSTEM BEARS A US. PATENT JW779,582., COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART By U.S- PATENT 15458,179 ISSUED TO EASTERN METAL SUPPLY, INC. -9. IT SHALL BE THE RESPONSIBILITY .OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE INHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO S ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS .CONTACT WITH THE BUILDING TO PREVENT WIND/RAw INTRUSION_ FALJCAl3[:K 10. EACH UNIT MUST BEAR PERMANENT LABEL 1N A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE AND HD WARNINGS HOME OYINER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL ITV 1T. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT A.000ROtON. SHUTTER 1N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALLBE PLACED FOR EVERY OPENING. LABEEING TO COMPLY WHH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.V. ACCORDION SHUTTER SYSIEWs INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROV(DID BY THE JURISDICTION VIHERE PERMIT IS APPLIED TO. - . 13. (0) THIS RED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; T_e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTIOM, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. "(C) THIS P.C.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 (EO.R.) FOR. THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P:ED: ENGINEER OF RECORD, ACTING AS A DELEGATED JiGIN REVIEW.EER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER. THE SITE SPECIFIC DRAWINGS FOR (e) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, .as9i[DJsaa - '1' ............ --4" m b2017 nLTECO, INC. LT17LECOme. TILUT TESTING & ENGINEERING, COMPANY 6355 H.W. 35.h. SL., Ito 3q5, VIRGMA CA60SiS. FLDFWA 33 "'�+.. Phone (305]871-15e0'. Fa.: (305)671-1531 ,A....... S, {i a-ma-I.- 19 6tteeoSecl.cern .. L . _Da `LIT EB CM6719 VITAL �e1,V�p31, WALIM A TIL TT Jr_ P.E. RE 'LLJ5fg4ATURE/DATE FLORIDA Le. p 44167 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• HV t3 am (1) AND HV WINDOW BLADE (el (HERE APPLICa E) TYPICAL. SHUTTER ELEVATION & NOTES 0,4 LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 .TNSTAL(ATIQN DETAILS G-M,. CONCRETE/BLOCK SHEET 7 CENTEBMATE DETAILS HV SHEET 8 CWTERMATE ALTEPHATING DETAILS HV SHEET 9 END. CONNECTION ➢(TAIS 1-6, CONCRETEJBLOCK SHEET 10 MAXIMUM -SPAN.. TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16- INSTALLAMON DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 TYPICAL. SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW B E m ON Y INSiAI. ATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE=tUISEDTOIDAOBTAIN PERMITS IN THE STATE Aws.s.A. .American Shutter Systems Association, Inc. 4268 Westroads Drive West PDIm Beach, FL 33407 ti Accordion H.V. MME #1 W/ OR (AL SUPPLY, We IA. H r TM gutter System N.V. WINDOW BLADE LATE DRAWN ge Le. 127/i. DATE: 07/27/17 DRAWING ./No A 17-107 0j .HV SOLID BLADE COVERED UNDER US PATENT f 5 (7A HV WINDOW- & ON SHEET 19 �HV ADJ. FLQOR2 TRACK QUALIFIED FOR USE W/ HV BLADElJ, 6063—T6 ALLOY AND TEMPER �1HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADEC:ONLY, SEE SECTIONS FOR VALIDITY( 6063-T6 ALLEY AND TEMPER - ( N.XMN YMN,R i 1' D:O62' SIDE ANGLES QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER. a 7a, o I d:999' (�),,HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE(✓± 6005—T5 ALLOY AND TEMPER 3.226" i.Ec " .085' I n a.84T i k,Z) HV ADJ. ADAPTER WAIP QUALIFIED FOR USE W/ HV BLADE d 6063-T6 ALLOY AND TEMPER 1 HV HEADER/SILL QUALIFIED D FORTE SE !L AND BEMDPER,ONLYTE ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE LT 1? ONLY. 6063-T6 ALLOY AND TEMPER ;� V DIRECT MOUNT QUALIFIED FOR USE W/ I:V BLADE ((1�� 6063—T6 ALLOY ANb TEMPER' HY WALK —OVER TRACK QUALIFIED FOR USE W/ f-FI BLADE1yl 6063-T6 ALLOY XVO TEMPER y1pNyJ=rvR VHLIVII i_ ALLOY AND TEMPER dPONENT A 8 Ti T2 �7 7 2" 5" MAX.1 1 /8' 1 /8" i ;78 i 2" 5" MAX.i omw 10.192- 1 19 2,5' - 7' MAX. 0.19Or 1 Oc1900 ( i --� ?� 2" .�5" r- NJiX.i0.139' I0.131" 'S�4f' ..��++' ��;r t' JF `T�m4m Q2017 TILTECO, INC. J 1L EC0,,,.. TILLIT TESTING & ENGINEERING.. COMPANY '(J.E I yV 6355 N.W. 3591. SL, S e 305, VIR04A GA004 139fiM 33 0�A ;' q. 1l Phone : (305)871-1530 . Fax : (305)871-i531 01 , "" v S� =-mad: EdhaaWaa.cam PL):fiij ........ +ayi WALTER ILL9 Jr. P.E. REI`V✓d �A* F/DATE FCORIDA Uc 5 44167 1.4 1' 1:200^ c� a 0� � `5 HV 11$O' STARTER QUAUFIED FOR USE W/ HV BLADE1 6063-T6 ALLOY"--- (91HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE '-✓EONLY. 6063-T6 ALLOY.AND TEMPER 1 41 UP WALL HEADERa QUALIFIED FOR USE W/ HV BLADE ONLY. 6063-T6 ALLOY AND TEMPER `3 1 X. Y t v' y.( 2" i 2" 10.125' 3' i X CORNER POSTS QUALIFIED FOR USE W/ HV BLADE(T1 6063-T6 ALLOY AND TEMPER Q.S.Sm A® American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 EASTERN METAL SUPPLY, INO. Accordion Shutter System HV. BLADE #1 W/ OR WfO H.V. WNM BLADE AWING No 17-107 m W NLY HV FLOATING CE&, QUAnfiERUSE W/ HV EATAOs'NLY 6063-T6 ALLOY AND TEMPER i i 233; HY d0RNER CENTERMATE QUALIFIED FOR USE W/ HV BLADECI !ONLY E063-T6 ALLOY AND TEMPER LnA,v "> iROHr E1tVFnoN HV MALE "T" LOCK CENTERMATE `I �— 4 i 7 IOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY HV FEMALE "T" LOCK QUALIFIED FOR USE W/ HV BLADEy1F `,.I ONLY b063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ( 6063-76 ALLOY AND TEMPER- 6063-76 ALLOY ANY `3 1' 'ND CENTEI QUALIFIED FOR �23 - ARIES 12' MIN '� _ 6063-T6+° '. F TEMPI 1/4- 0-20 % OR 3/1 0-16 ADETAL 7R011850RCZSS. (SEE MAILS) I I -.ice-"• LOCKING ROD b QUAUFIED FOR USE W/ HV BL 6063-T6 ALLOY AN i�ER u HV 3/S„�—'� 6 A( LFSTA1A�Tf.OP -R QUIRE A 7/i6" HOLE THUMBSCREWS ILLED / KS FOR OR EMBEDMENT knu corn rn a�ncGa4t 7'u .E. e QUA2HD CENTERMATE's INSERT URED FOR USE WJ 'HV .BLADE I &.A, 6063-T6 ALLOY aNO TEMPER U �-' f1/2' if t/4"a 02017 TILTECD, INC. ( TILUT TESTING & ENGINEERING COMPANY t 6355 mit 761n. St, Ste. 305, VIRam OAROEHs, pU,;0A 33 Phone : (305)871=1530 . Fax : (305)871-1531 a -mail 6'I(eca9cN.aom y 1i4t E9-0006710 t114 Y/ALTER A: 7fWT .I*. P.E. /nATC FLORIDA U . $ 44107 1/4'-20 THREADED L SRA55 & KEYS (CH PLATED) ® HV LOCK QUALIFIED FOR USE W/ HV BLADE. ) & @ ONLY. �32 n N 8Z''i i HV "T" LOCK QUALIFIED FOR USE W/HV BLADE -1 ONLY. G ENAMEL PANTED QUALIFIED FOR USE W/ HV BLADED & .G ONLY. �� ��! : U- 366° AFTER RIVETING BEFORE RiVEDNG 1 /4" fi-20 RIVNUT* SERIES. R44 ALUMINUM (2024-73 ALLOY) LARGE FLANGE MH 4 SHEET WASERT,, PART' 11. 0820. AS MANUFACTURED SY AVDEL CHERRY TEXTQRN, PARSIPPENY. NEw JE ser 07054 OR EQUAL, HV ALTERNATIVE LOCK QUALIFIEDFOR USE W/ HV SLADE 0 ONLY. MUM 0.8757 Min. 1 .125" Max. 34 HEY LOCK FLY -REGENT HARDWARE MORTISE -LOCKS SERIES 2333 HOOK BOLT LOCK. _QUAUFIED FOR USE W/ HV BLADED& American Shutter Systems Association, Inc. 4268 Westroods Drive West Pdlni Beach, FL 33467 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. BI.AnE #1 W/ OR W/b H.V. NA-aM HiX JAWING No 17-107 SHUTTER AS$EMBLY SCHEDULE FOR Nil 1 HV HV BLADE 1 HV BLADE 1A HV LONG RECESSED NYLON. BLUSHING ® HV SHORT RECESSED NYLON BLUSHING HV NYLON HAT WASHER Q HV WHEEL CARRIAGE AISI 302-303 SERIES 0.8707x3/16- THICK NYLON WHEEL. Oa88"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN IN/ #8 HEAD 4�3 HV 2 3/4- ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV �3 PIN (7 SHALL ALWAYS BE USED AT ALL EXTERIOR oaf BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR. HV .(9 BLADE. TYPICAL SHME—K ASSEMBLY (2) HV N.is. PIN 0 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV itD 00..324--. BLADE WHEN CORRESPONDING TO INSTALLATION "ti", SHEET 7. (3) HV PIN ® OR 4�3 W/ 1/2" O.D. l/i6" THICK S.S. WASHER TYP SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, g> 9 SHEEP N.T_S. V�HEEL CARRIAGE DETAIL ri rs. HV PIN CJ OR &D, AT EXr IOR BLADE'S KNUCKLE (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOLR tT' . BLADE'S KNUCKLE (Ty') 2 7/8- MIN ! 11iV ; IikmY CLEAR SEPARATION BE1',7EEN .� BLADE r y 53 s OPENINGS ON CEN E EXTERIOR D625- .1B7s- — —t=1 BLADE . 6255- �ECnoN�x x 0625' . 625" WEEN i TYPICAL I -IV WINDOW BLADE AND 5q5 POLYCARBONATE HV WINDOW DETAIL N.TS.l I * EOLYCARBONATE IMPACT R SISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12' Mtli. C CE RESINS, W—STABILIZED GRADE OR SABIC TO BLADE Bo M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 (SEE NOTE "F" ON SHEET 19)- r m — — ;yi .y^: ,::{�.21; 4fera 02017 TILTEGO. RLC. 4 VV�' . IDECOI.c. A■S.S.A. American Shufter stems c, TILWT TESTING & ENGINEERING COMPANY SY fir "' Cft$2iiS4" .• e`1 erss Nw. 36,1% se., Sle. X5. MWWA CMW4S• FLOROA 331EE Association, Inc. •........."` '�•0 ,5�— P:�wre : (305)571—1;@¢e1530 . Fax : (305)571-153? 4268 Westroads Drive V ;4' a—mol: aBooi.mm Ee-noo6710 West Palm Beach, FL 33407 WALTER A. TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATF FLORMA LIM # 44167 W%017 EASTERN METAL SUPPLY,. INC. - [IERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WNXw RADE 1 AWING No 17-107 + , Y f�iiianll�i�>•o;�iiiii�titL'i'��iliiiiifiiiii�iiii�>♦i;� i Df-TA1LS ON SHEETS 10 h 16 HEIGHT. FULL HEIGHT.HT. t—urnf!irteo uttin: —. N.T V aR1�OR: F]1,{'✓Qi UO @5-it tSlp,�fT i!r (1 XiW08 Gr: ai (8`+.181G4\i,�.3J'ax�i�9J1�,•11�53oa: r.0 °NOTES ON HV LOCKS AND CENTERMATES T :t. MAI DATORY LY�N ite. ONE HV LOCK or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR BELOW 11'2. OF SHUTTER SPAY FOR SPANS OP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION.. HV LOCK 12.§ or 29 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @1 OR 1 CENTERMATES W/(2) 1/44"0-20 x 1/2" LONG FLAT HEAD S.S, M,S: LOCATION OF TYPICAL SHUTTER ELEVATION. LOCK SHALL BE AS INDICATED ON 2- IF DESIRED;. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV tOCKS QP OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES OR 0, SHALL. BE AS INDICATED ON � NOTE (1) ABOVE , LOCATION OF LOOKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. -3S2. IS CONOMON _MsFn W/TWO My OCKSI- .LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION; BUT' .MAY ai SE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 5 OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MAND IrL CONDITION #2- ONE HV LOCK '�j or @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOGK:2� or �y' SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 K 1/2" LONG FLAT HEAD S.S. M.S TWO LOCKING RODS �f AT TOP & 80c OM 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. c�vn...... .LlL M't LUt:K t, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 0-20x3/4' S.S. THUMBSCREW TO (a OR-® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN_ 6. M6NDAT2IRY CONDITION si3 FOR KFYSFONF t�n1 Lti - II I a ern ONE HV LOCK or or SHALL Be USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 7/2 OF SHUTTER SPAN FOR SPANS Up TO 96", AND FOR INSTALLATIONS'Es AT ANY ELEVATION_ HV LOCK or 0 ar @ MAY BE USED AS AN INSIDE OR .OUTSIDE LOCK, ATTACHED TO @ or 9 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S: LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR @ TOP AND BOTTOM IS .COMPLETELY MANDATORY. OF CORNER *NOTES ON Hv "T" LOCKS AND CENTERMAT S: CENTERMATE 1. SECOND WEE= TO MANDATORY CONOSTi— P7 UAI ID ON - ONE ALTERNATE LE "T I LOCK i MAY BE 1. ALLED. IN LIEU OF HV LOCKS OR OF SPAN AND IFUT-ALLA@ AT ANY ELEVATION. AL 1 TE LOCK MAY BE USED AS AN INSIDE OUTSIDE LOCK, ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION k4VG, SHEET .9, WHICH MUST BE CONNECTED TO CENTERMATES '7@8 AND + W/ 1/4'0-20 x 1 1/2" LONG S.S.. THREADED BOLT W/ 7/8'0 x 3/32- WINGNUT OR. W/ 1/4"0-20xi' S.S.M:S, INTO A 1/4 0x 5/8' RIVNUT- LOCK MAY BE INSTALLED AT MiDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSFAN. USE OF TWD LOCKING RODS @.' TOP AND BOTOM IS MANDATORY. *N. OTES ON HD SOCKS 8c TERMA' ES- 1 tID—,Q 1 TI1)D.SFR�'TE': �t OR 3 b'f t� ONE ALTERNATE HD .LOCK 1.5� MAYBE USED IN LIEU OF HV LOCKS �9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF HD 'LOCK E TO 4 IS W/ 3 #8 x 3/8" F.H. 5-S.M.$.. +hyD INCLUDES REINFORCEMENT INSERT' AS SHOWN ON SECTIONS HD8-HV13 AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIOSPA41 OR 12' MAXIMUM BELOW OR ABOVE: MIDSPAN. USE OFLOCKINGRODS -S-9 IS COMPLETELY OPTIONAL.. TTI• ,t!'''_ „� •••� . u 02617 TILTEM. INC. E� � ll TILLIT TESTING do ENGINEERING- COMPANY (J •.• t« � � Sr 5355 N-W::5}h. SL, Ste, 305, YlRpxu C/+rsoc»S.. FLacek 33 n • .. S Phone : (305)87T-1530 , Fox : (305)571-t531 • y 1dd��T1•''•..<.. �t''gF�' 6 a-m+ril: Igto, d.wm ~`..'70NAL '- FrEst1• WALTE� D�i9r. F.E. P.E. SEZIS1900bRE/DATE ftaWA Uo. g 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 C2017 EASTERN METAL�SUPPLY, INC. Accordion Shutter H.V. MA E #1 W/ OR W/0 H,V. WTPS No 107 CONCRETE ANCHORS (SEE. SCHEDULE ON S14EET 13) A HV WALL HEADER INSTALLATION 10 51 1 s 1 ll� I Ili ill it CONCRETE ANCHORS POURED CONCRETE _•/ (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK MALL REQUIRED HV WALL SILL INSTALLATION -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 18 EYs70NE (M Md' ONI'M ®ONS1EEF 7) 1" .Min. t/44-20x3/4-" S.S. E . O MACHINE SCREWS USING 1/4`-20 NUTS 12' �D.C. OR 11!;l Max, OPTIONAL I MIN. SEPARATION TO GLAS'S E I 1 EXISTING `(SE£, SCHEDULE ON. SHErt 11) l + 1 1 (� HV WALL HEADER INST& LATION + KEYSTONE e _ MIN- SEPARATION TO GLASS. `($EE SCHEDULE ON SHEET 11 HOTS FOR COIABINATION OF 5 CT IONS- I- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E. D, =EDGE DISTANCE 2- MOUNTING BECT1001S CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT AVY :INS[ALLATION. a OPTIONAL Ni iq PT-1 )' /4" M.ux. OR V 1" ; 1/4"-20 NUTS B 12' C.C. t `CONCRETE ANCHORS (SEE SCHEDULE ON. SHEET 14) BLDac HV WALL SILL INSTALLATION SEE LIMITATIONS OF USE FOR BLADE TA' ON SHEET 19 1@2017 TILfECO. INC. s 0 7 IL EC O 4�c iws• TILLIT TESTING 4 ENGINEERING COMPANY 6755 NM36`h. 54, Ste.:QS, VP,GNIA CARO?IS FLORM ]3 . -1g• Phane ;. (3v5)BiT-1534 . Fm1 : (305)871-153f lg1 e-mail: titecoaaol.eem EB-0008719 WALTER A T uir dr. P,E_ 7E I[IATT. FLORIDA Lie, P 44167' POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/22 F ) r' 1' ir-p•" E. D S I i In 1 \ CONCRETE ANCHORS5.5. 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EXHTING VON SmIKI URAL E.O. Tow NEcoRairrc I MIN. } } POURED CONCRETE • •� - REWIRED �r MQ KEYSTONE MOUNTING iNSTALtATIQ 7{A)ALIUN ASD. LEMON PW39URE. +54.-72 Psf MAXIMUM SHU77ER SPAN V-D' NOTE FOR COMBINATION OF cFCrj,LQIJo y, 1• .THIS, INSTALLATION SHALL BE E. D. = EDGE DISTANCE REWVABi.E V.'HEN PERFORMED I- SEE ECSHFET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS' ON SHEET 13) AD ENTRANCE �ACENT TO AN OPERABLE EXIT BLADE `p, IONON SIIOF 19 USE FOR 2- MOUNTING SECTIONS C. N BE COMERNED INSTALLATION- DETAILS W f 1t) H V B LA D E w ANY tvnY TO surr AN/ 1Ns7ALUI1oN. FLORIDh=BUILDING-CODE (liu 1-Higfi=Velocity-Hurr aorezo- ° �l:°a��Caze1771L7EC0. INC----- 02017 EASTERNl1EYAL..SUPPLY. INC. v °. J 4 o:. RERTFiA H1/TM _ 1 L E C O , N-, A.S.S. .A. ACE #1 W OR Shutter System H.Y. BLADE {�1 W/ Elk w/() RV. y17ND(7y BLADE 'D(ja "at TILLIT TESTCNG &. ENGINEERING COMPANY ArneriCafl Sf1Uti'6C SYS1B171$ EV, H DESCRIPTION. DATE 0BY: L.c'.iJ11`. �'`!d tk�' 6555 N-W- 761n. Sc.. Ste. aos, .^dGNW CARDERS. RVMA Mtsf Association, Inc. - 1 OLD 15-085 07127fl OATS 07/27/17 Phone : (305)571-1530 Foz : (305)671-1531 4268 Westroads Drive z e'S'04AL 1t'r a -moll: tateao�aaaom West Palm Beach, FL 33407 3 DRAWLING NO .......... JJJ+°�l WALTER A . TkUr Jr. RE 4 1 / —' 07 P.E. SEAUSIGNATURE/DATE FLORIDA4a1s7 5 cu« SEE END WALL CONNECT! FO U--T1 FF ALIA,. AT 5 F—IN-1{ /—EXISTING GLASS r - Ly dQ`L�m�' 70� BQwtO +�oR �on0rlaS oR ©rO r v©�®rO r®aQ 1/2" CR©,@ ! 1Q � Q�Qr QCP..QrQ OR OaO�iQ�OrOr, EXISTING GLASS 5 O© l 9 �}5 i 1 —�.—i' -- --- GL 1 CR©+® ///���,,, MIN. �SEPARATION, r., () 4 TG GLASS IN OPnoNAL (SEE SCHEDULE ON SHEET 11) i (INTERIOR) i OUT T #IOX3/47, B.M.S: 0 12- j O.C, FULL LENGKT. 5 HVA INSTALLATIONS W1 (I HV BLADE W HV CENTERMATES OR SEE NOTES ON LOCKING RODS p . HV LOCKS'V oc® ANO' ALTERNATE HV LOCK ® ON SHEETS. BLADE SLACK DETAIL HW IS VALID FOR ALL CENTERMATES APPLICAnON WRH SLADEQ I--EX!snNG Guns DETAILS ON SH lR t0 t — — — — — — — — — — — — — — — — — — — — 3 1/4- 7" 6 1/2" — 7' dPJ'dSING i SYMMETRICAL CENTERMATES CENTERMATES W[ HV LOCK 6r or t9 ; { - - MIN. SEPARATION BY LOCK or f TO GLASSS J * i (1EU0i)0SHE1IN ! .� HVB OUT lei SYMMETRICAL 'NSS ��=0 «QQ CENTERMATES ;�EJ )S,r �g 6RQr SS * W/ HV LOCK I261 OPTro� j n, Rb 6Zr ISLA OUT r- - ,% w V (EXTE'R!DRj M HVE 02017 TILTEOO, 04C.. m O i TILUT TESTING & ENGINEERING COMPANY 6355 NAI. 36N- St., Ste. 305, VFMaA CAROIOW. R.CROA 33 Phone : 005)871-1530 . FOX : (3051871-1531 a —ma: trite 9001=m FS-000871s WALTER A.'TILLIT Jr. P.E. ITC FLOR!DA Lic, j 44167 ILq 'H1.9 VC ,o.t3 .EXISTING GLASS _ SE -- — MIN.. SEPARAT ON (! T� CR TO GLASS v (SEE.SCH£DULE F @ ON SHEET 11) OUT 1 %P .4 6 1/2" MAX. SLACK i HVF** A.S.S®A. American Shutter systems Associat ton, Inc. 4268 WeStroads Drive West Palm Beach, FL 33407 0- ED CONCRETE OR RUE BLOCK WALL }= i © 2017 EASTERN METAL SUPPLY, INC. BERTHA FiVTM Accordion Shutter System tLV. BLADE #1 W/ OR W/O H.V. WINDOW WX AWING 'No 17-107 auT iN 1�Ea5 NG f ASS ` BLADE )SLACK OE(AL NVF, 1 0=7EU 4N StEEf 6. 1 Moat '�� AS WELL AS"JNNERSU_ FLOATMG BLADE® DETA[L HDO-HYD 6 ] m $ G . { 1 IN[ =yM OH THS SHEET. MAY HE � OSED MTN TrLS ALTEA:YA 1 IV,1G ���®.®w©•®a` 1NS4ALLAMN DETAL WG SHOWN IN THIS SHEET. °® * SEE NOSE b TOR M! IACK® , l"'LAGK, ON SHEET 5: t SERES 9 ALUMVLtl 2024-T3 ALLOY) LARGE FLANGE THR SHEET Mr$SU. PART ; 0520, AS WMUFA=RED DY AM)M CHERRY TE#ORN. PARSP MJY. NEW JERSEY 07054 OR ECUAL L-,---- .- -._-- SLAS. D.12" - _ - _. - _. __ _ -.._ - FULL L,e G ff. (Z"IA ; 30 _HV "T:" IN 30 HV "T" LOCK (OUTSIDE) P.E. `` w' DUT 4" 0-20 x 1 1/2"-S.S.M.S_. / 7/8"0 x 3/32" WINGNUT. HVG* EDP—M** FLOATING STACK 4M17 TILTEM, )NC. a 0 TTI L ECO�xc. TILUT TESTING & ENGINEERING COMPANY Ty 6355. TLYt. 361h. St. St. 305. MG,= GARDENS. FLpR{DA 33 t} S'49 ?tan? :. (305)B71-1530 . Pox t (305)971-1531 0-mat Uite Bawxom Itafla ES-0006710 WALTER A'.LLUr Jr. P.E. niprfnbTC FLORNA Lic. ff 44167 INSTALLATION in HV BLADE W/ HD CENTERMATES 0& il&A ._--_---_- (4) H.{V�.� I i iN PR1S. (tYP_)T I — .PINS hl (oPrt R40 40-HVB OUT SYMMETRICAL HD CENTERMAT€5 WO 3V LOCK (EXTERIOR A.S.S.A. American Shutter Sysisms Association, Inc. 4268 Westroads Drive West Palm Beech, FL 33407 L B C—HVC SYMMETRICAL HD CENTERMATES Wz & LOCK (INTERIOR) �`,� r:G1Ec ON tOCaaG sorlsQ r: hYrQ tecRs ox 514EI s *�` IA��3fz FLOATIKG EtA�1:QRE:1,L lea-irm s YA::R FM0.LL CEWEAMT'- APF TltyiS %W ElAOE Q 2017 EASTERN METAL SUPPLY. INC. Accordion Shutter System RV. 8Wt #1 W/ OR w/o H.V. WINDOW BLADE AWING No 17-107 CONCRETE ANCHOR-1 EQ Ili (LOCATE AT EITHER SIDE OF Q) S-M-S. 6- o-e EN POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED ii ,,—EXISTING GLASS MIN. 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(LOCATEAT EITHER SIDE 0; J@) END CONNECTION DEJAIL EXISnNG GLASS r4 WN. TO SCHZ0 77 FO Q2017 TILTECO' INC. 710LE C -0 inc. TILLIT TESTING & ENGINEERING COMPANY e355 MIN, 3&tK St.= Ste. JC,% vfROM GARDEkS, qof�DA.33 Phen& : (3OS)871-152!0.. Fax : (305 . )671- . 1531 e�cil: UltecoccoLcom �IVA E9-0006710 "I'll wALTERA. TwuT jr. P.E. IcIrMA I f0V /MATC FLORMA tic. 9 44167 PLAN EXIS71NGGLASS z__ Mill. SLPARAIIM �j TO GLASS (SEE Ro A REQUIRED ONLY FOR GREATER; SPANs, ATER: OR(5OR(pVfEW DETAIL AsSwSA. Amerloon Shutter Systems Association, Inc. 4268. We5trobds Drive West Pairn Beach, FL 33407 ORIa)OR @ OR % _2�01R(o OR@OR rl Lj? oR(p 2017 [V EASTERN METAL SUPPLY, INC. EASTERN SUPPLY, BERTHA HVTM Stem Accordion Shutter System RV. RAE #1 W/ OR W/O N.V. WNDW BLAME 'AWING No 17-107 MAXIMUM SHUTTER SPAN" "L+" OR "L-^ MAXIMUM SHUTTERSPAN* "L+" (7t) FOR INSTALLATIONS W/ OR "L-" (ft.) FOR CENTERMATES. ® & or or INSTALLATIONS W/ P W/ ONE H V LOCK or or %orb® ND LACK ® W/ NO LOCKING RODS or ONE HV LOCK or ar CENTERMAI@ 280..29 W/ ONE W/ NOILOCKFNG RODS I o-T" LOCK 30 W/TWO LO K NG (SEE NOTES f, tf) RODS 35 NT7TO177P��CC&ttBOTTOM'I4SEE /� CONCREII= & WVO WSTAaATIONS V CONCRETE & WOOD A.S.O. CtM a7 Asn CtScst INSTALLATIONS F WALL I/OUNTifJG FLCOR/CEILING MOUNING�� PrESSUTrE WnLC riOUr{tnNG & fps,. ROJR/CEILNG MOLIMNG 65 I 115 f 3'-2" 1 7'-3" i 8-4, B`-11- 150 6'-7- 6.1 185 1190 it 10'-1 SCHEDULE 63 "MUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W ETRICAL CENTER & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING(It SHEET 7) rlAX�MVa{ AS.R on= CONCRETE INSTALLATIONS t�'�M (P=1.) ROOR/camp MWrmNG W OR C+ GR -) LOOR ALL MOUWiNG L + (R)T L - (Pa 3018'-0^ 35 15'-2' T6`-T0' 40 14'-2- 1 IS'-2" 45 13' 50 72'-3" 55 60 10'-2" YO'-i 7' 65 9`-5" 10'-T 70 8'-S" 9-4' 75 INST ILAT1ON LEgEup CONCRETE & MANSORY WOOD: WALL A. B, C. D, E. 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DESIGN PRESSURE RATING: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR,/CEIUNG MOUMING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING DETERMINE LI-= MAX.. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX.. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL IAAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Li+", %2+", %A-" AND %L -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATWE:XS.D. DESIGN C.Al .." PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR INC. 77ows ■ "07 f7 V TFA Accordion Shutter System H.V. MADE #1 W/ OR W/O KV. WINDOW BLADE Uw ro-tno 7/27f 14 DATE 07/27/17 3. 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Fox : (305)87t-1531 a-mc h @eew0dot.con E9-0006719 w&TER A '7U.1T Jr..P.E IATC FLOFWA .Uc. # 44167 uWAWAN so E SEEMM = EOEBEE == mc�®ao ®000 onErsE�o EiD®ao m�a�o E30tC3E©E0 ®alIItaEA �svIIQo �itl7IIIIt0 a�QQIIo �IIEEaao a®EraIIn csE€IEaaII E:�aa E7@®per ©aaE� CiQtOod' �nalaolo �ewtew ANCHORS SPACING LEGEN TAFCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR. SPECiHCATIONS ON SHEET 13 *SEE UMITATIONS OF USE FOR BLADE to ON SHEET 74 �i i� HV BLADE OR HV BLADE W/`Cl& HV WINDOW BLADE WORKING IN UNISON -AnSwIS A■ American Shutter Systems Association, Inc. 4268 Westrcods Drive West Palm Beach, FL 33407 v YO t I t ItKN %ILIAL SUPPLY, Ii1C_ ISEHT"A HVTM Accordion Shutter System . H.V. BADE ft W/ OR W/O KV. WINDOW RADE I OLD 15-085 D7/2 /17 MM 07/27/17 3 DRAWING No -0717 POURED 001CREIEADMIC iEM BL= POUM Como E "• momm SPAU(ft) (g)WALL SILL MOUNTING E�1 N ii i fl FLOOR MOUNTING -D -BMW =ATIVE PTrWJE 1M9NG ) . 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S.5 4. 3 1# 12 0 8.5 5.5 4 3 74 72 10 9 '8 6 - - 14 12110 9 8 6.5 5 335 74 12 t0 8.5 g 5 4 7+-0= 74 14 12 12 8 [0 6,5 '9 5.5 8 3. 8 - - - - S4 1a 12. 12 10 10 9 9. 8 8 65 7 4.5 $'' 3.5 4 14 14 12 12 10 10. 8 9 T 7S 5 5.5 &5 i 3 3 14 14 72 72 t0 10 8 eS 6S 7 4 4 - - - - .14 14 12 12 9 10 Z5' 6 T.5 4.5 5S 3:5 4 -- - 14 14- OS 7 I5S 4S 3S - 14 t4 14 fi 12 7 10 5S 9 4S 8 _ 65 - - - 14 74 14 12 12 i2 1a 1D 8 6S S g 5.5 55 6 4. 4 4 3 - - 14 7d 2S 12 12 9S 9 10 e 7 8 5 6 6.5 4 4.5 5 3 3 3:5 - 14 14 l2 TO a 6.5 5 - - T4. 12 H 65 54 W-v - 74- /4.- t4- tS- 10'-0"- 14 13 9.5 65 5 4 .1 14 11 7.5 5.5 - - - - 14- 0.5 a--5 - - - - - 14 1 T'-0" 14 12110 - - - - i4 5.5 4.5 3.5 - 2S 95 5 - - - - '12 74 10 7 - - - - - 74 0.5 7 5.5 4S 1.5 85- 9.5 7 4.5 - - - - - 14- 12'-0" 14 t2 70 -- - - - - 14 72 g BS SS - - 13 101-5 85 4.5 - - - - - 17 35 13 14 10,5 7 15,5 4-5 It SS SS 4S 35 - - 13'-D" 74- 1Q5 - - - - 12 1 9 1 6 14.5 1 4 - . 9S 7 5 4 8 74'-O" 74 7- 70 75 - I - j ITZI 8 I - I - I - - - ' 7-5 - - - - - - 12 9 6 - 95 7 49 - - 15'-0' - - 5 3 - 10 - ^ 9 16'-O" 14 _ - - _ _ 25 95 6 _ _ _ _ _ 10 6 4 - - - _ _ 6 45 3 - - _ _ MI 7 15 11 8 7APCON 0 $RGOCdiY.3THIADV (,^,#i �F;;S(Xi'CELFl9fOL0 ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ MUu11W43 OF USE FOR �T_A,l ON S fm 19 i. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS,. (A) TO EXISTING POURED CONCRETE: (Min. rc. = 3 ke.) 1/4"0 TAPCON OR TAPCON WITH ADVANCED'THREADFORM TECHNOLOGY ANCHORS. AS MANUFAC711RED BY LT.W. BUIIDEX, (Min. ('c = 3 ks7) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, (Min. ('c = 3 Is.1 1/4'0 BLUE TAP CONCR4-0 TAPPER+ ANCHOR +ETE ANCHORS W/ CAP AS MANUFACTURED BY FLORfIA FASTENERS DIRECT, _ING, (Min. arc 2 Imi) COMPANY OR ANYTHER APPROVED LICENSED OR AUTHORIZED VENDOR S AS MANUFACTURED BY POWERS FASTENERS. tJREGISfERE Rl THE AM.ER[CAN SHUTTER SY57Fa15 ASSOC7AD BY ALL POINTS SCRLIV, BOLT & ON, INC. ()Ain. rc = 3 Rs7 NOTES: &I) 14INIMUM EMBEDMENT INTO POURED CONCRETE OF-TAFCON CR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS'S 1 3/4 AND FOR BLUE TAP W/ CAP ANCHORS IS 1 Ile. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8` INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERLOTTEO. 1/4"0-20 SS- MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MNIMUM FOR WALLS NRDI NO STUCCO: A-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 Mel STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATEb ON NOTES' At) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SfD:NG OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH. METAL STUDS SEE SHEET 204 .(B) TO EXISTING CONCRETE BLOCK; (ASTM C-90) - .1/4"0 TAPCON.OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4'10 x 3/4" ALL POINTS- SOLU7-5ET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCFWW. BOLT & SPECIALTY COMPANY, - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, 1NC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND 015'TRTB7fiE0 BY ALL POINTS SCREW. BOT,T &SPECIAL,.,.' COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VE. I REC)SIERED WITH THE AM.ERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES_ B.1) MINIMUM EiM8MMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP Vl/ CAP ANCHORS AND TAPPEIR+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1% B:2) MWP.NM EMBEDMENT OF 1/4'o x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EL42EDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND "MINIMUM FOR WALLS WITH NO STUCCO, 0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANGS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLODR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEF7W0 SAID WALL FINISTEFS. ANCHORAGE SHALL BE AS INDICATED ON TIDIES B11) & B.2OABOVE FOR WITH ET L 8 ON VINYL STRING OR ETP3 WITH OR IV! OUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO IFS WITH METAL STUDS SE SHEET 20: - (C) ANCHORS SHALL BE INSTALLEO.FOLLOWANG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACILRER. (D) SEE SCHEOULF AFIAW ma EDGE TAPCON- IPo VUN WNH ADVA14C )ICTANCE THREADFORM TECHNOU E.D. MIN- SPACING = 3" MIN. SPACING = 3' POURED & Pb[t� E ATE E L ECONCRETELOC 14ND. Bs, 1t)a ED. 13 1/2 LOL ED. =2 3• 1•0 0.90 1.0 2 1/2' - 0.81 1.0 2 - 0.71 - 1 3/4" - 0.91 - 82017 TILTE60, INC. �_ :• �et1T:T�Vs:•.-�,� b IL ECO � • 'i�. TILLIi TESTING &ENGINEERING COMPANY •_ ��/[ • �� 6355 N'.W. 36*4 St_ SW- 3GS. WAWA GARDINS. FLOR104 331 p ^p S Phone.: (305)871-1S30 , Fox : (30S)871-1531 ��>�1 •. Dlil�P•• .�' `rr�'-%;• y4I a -mall, Ut"OftbLcom n V� •......• • `AFL t1! EB-6006719 VVFI FLORIDATERA. Jr.P.E. E. S(4�l 6z OF/DATE ORI.. c. # 44167 FOR E. D. LESS PLAN THE INDICATED, REDUCE ANCHOR SPACING 'POINT SOLID SET' BLUE TAP 1Y/ A.SmS.Am American. Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beoch, FL 33407 = S 1/2"1 MIN. SPACING rn WG 4` ATE T3OOc EQ=21/Y 1.0 ,D (9) 2017 EASTERN METAL SUPPLY. INC. t 3.wi ■ "0'& wl V TM Accordion Shutter System RV. MADE #1 W/ OR W/O H.V. W7 WW &,koE 'AWING No 1%-10% 9 1•J. K & L MAMAIN SPAR PWRED CONCRETE POURED CONCRE(E'BLWK MOUNTING @WA1.L/17A1.K OVER MOUNTING . 1-YULK .DYER & 1 INCH ua191 ..WALL%FLOOR, UST .D. OEM 11MM& PREAUIF WJ4.S (PST ). 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INC. 4 i !� ECO dNC. •,� Af� �F� •' ' �• • TILUT TESTING & ENGINEERING COMPANY ♦ A •. nJ,.:. �• ..� "-j9 6355 t7.W. 36th, St" Ste. 305, MMMA cAR0E85. ROR10A 33 PSane : (305)871-1 . Fax : (305)87t-1531 a -mod. ' Lit Cltecam4oS.com •.'e �n „•_ � •J• �^' 94' �jV4yg e fqq�....•• he�g�/flat m Pam'"' WALTER A. 7RUT71E Jr. P. �R P.E. SE1R t�ElDATE l�L'fSNA�(i FLORIDA LEc, t 44167 * SEE ANCHOR SPECIFICATIONS ON SHEET'13 Q VALID ONLY FOR UP Tt1 +70, -75 PSF A_S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 I HV BLADE ONLY A.S.SaA. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (912017 FAST -ERN MET4L SUPPLY, INC. BERTHA HVTM Accordion Shutter System H,V. MADE #1 W/ OR W/O KV. WINDOW BI.ME T Uw lb-U85 7/27/1 DATE: '07/27/17 3 DRAWING Na 4 1 /-1Q7 LJ B�Tr:TE SOUTHERN PINE Na_ 2 W/ MIN. G- 0r55, DOUGLAS FTR W/ MIN G=0 50 - WALL MOUNTINGS CEILING MOU T M. N. O & R FLOOR MOUNTINGS t"J&X \ LLW;} t£i^IS¢ 1�7 PJI0.5 {ct) ESG9 'K.R!E �ff h4'+F. 30 40 60 75 80 O5 30 40 60 75 90 .O5 12 70. 1D 9 8 8 fi 6 6.. 6 5 6 12 tO iQ 9 8 8 6 6 6 6 6 6 72 70 70 '9 8 8 -S 66 6 B :5 3 6 6 6 54 3.5 72 10 `10 T2 70 5.5 - - - E 6 4.5 - - - 12 10 4.5 - - - 6 -6 $4- - - 72 - 10 - - - - 6 5.5- - 12 - 2 SPRUCE. PINE FIR NORTH W/ MIN_ G=0.43 I MOUNT T 1M1M. MOUNTINGS FLOOR M. N. O & R FLOOR MOUNTINGS W&)C Ak (ftt () '-0' OR LLS 4'-0' 0,-o 70'-O' 7-7"-O" T2'-0" SPRUCE PINE FIR SOUTH SOUTHERN- I E No. SPRUCE PINE SPRUCE -PINE 1/2" MIN. COX 2 VI MiN. G=0.55, FIR NORTH W/ MIN. G�_36 PLYWOOD DI IGUS FIR W/ FIR SOUTH{ MtN, c=050 W/ MIN. G=0.43 W MIN, G=0.36 WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALE- MOUNTINGS 9.o, i41ALL IAout) iNGS 13.0. WALL MOUNTINGS 8.o. YJALL At0uNHNGS M,N,O&R W&X P&0 S.&V s&V S & V tS2 Mw Rms onaiw Rf2it - { t1r811r�tE PtE�FS P,1�y^ (� 6S(S 1Ln595: P2.li�W (fill 'tit taT1F.f Pd$Fi Fes. ({9) D�`7 t8A2E P}F1{i .'� 6V6^, ( C6iaY K5g5: 1AF1Fd rdli£ 30 40 60 75 90 05 30 J40 60 75 90 05 30 40 60 75 90 -OS 30 40 '60. 75 9p 05 3Q 40 60 75 90 05 30 40 60 75 90 OS} }2 10 10 9 8 8 6 -6 6 6 6 6 6 5 4 4 4 3 12 12 72 72 12 72 12' 12 72 }2 72 12 72 4 72 72 go 0 72 10 1D 9 8 $ 5 6 6 $ 6 fi 6 . 5 4 4 4 3 iZ 72 12 12 72 72 72 72 32 12 72 i2 $112� "12125'-0' t2 12 72 12 72 12 7277}2 12 )2 72 12 1.2 - 12 t2 72 ,5 4 4..5 12 70 10 4 - - 6 -6 -72 i2 t2 }2 72 }2 12. 12 12 12 12 O. .5 72 LS 9 t2 �10 8.5 53 12 65 . - - - - 12 R R�71F�{!ti •.FfFS7ET 5A[G GNi MI mom ffma HILTS WJ 30 72 72- 72 }2 T2 7Z 12 413 70 t0 10 I0 10 10 60 70 }0 40 70 4.5 3S 75 9 3 9 6 -5,5 - 90 05 8 8. 8 8 3.5 - -- . 30 40 �6 6- .B 6 6 6 6 5 EO 75 6 6 6 6 5 S 314'-0" �90 05 6 6 6 .6 .5 3 15'-6" 7.585 5S 4.5 3,5 - SEE UMRA77;2LS OF USE FOR MADE to OY SHEEP 19 NOTES ON ANCHORS REOUIREMEL( S' WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 1Y 1/4b 7APCON ANCHORS, AS MANUFACTURED BY I.T.W. BUItLEX' MINI.Milii -SOUTHERN PINE'NV• 2 W/ G=0S5 (N.DS) EACH SECTION ON SHE 16 & 17. - / 17dBE0A1fNF AS l.:D1G1E0 AT-OOUStfS FL4WI G=0.56 CMDS.) EXCEPITON: SEE NOTE 2'BROW. -SPRUCE PINE FIR NORTH Y!/ G=0.43 (N.D.S.) -SPRUCE PINE FTH.SOUTH W/ G=0.36 (N.D.B.) 2: AKtHQRS TO HOLLO'N CMNG SHALL BE AS PER, MOUNTING T1PE U, SHEET 17 AND $HALL COt615}'OF -M1N, 1/2' CDX PL74YQOD (1986 APA) LAG SCREGVS AS PER NOS 2015 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOU-01YING ALL OF THE RECOAIM ANCHOR'S MANUFACTURER, ENDA}igYS AND SPECIFICATIONS OF THE] G .......... 0 62017 PLTECO, INC.' ©2017 EASTERN METAL sUPPLT, INC. BERTHA Hy,, O b r' eL EC O �Nc.■�'■■Q Accordion Shutter Systei FLV. MADE #1 WJ/ OR W/O FLV. W MADE ; � TILLFi TESTING &ENGINEERING COMPANY American Shutter Systems , N OESCRWTiOH AssooigftonDATE nRaWer er 'LC j\. 44 fi355 H.W. z ( St. 71 30.5, MRMA GARDENS. FLORDA 331 a Inc.ino. i OLO 15-085 7/27/1 DATE: 07/27/1-, �6 FkOne . (305)871-1530 . Fax : (305)871-1531 4268 .Westroods Drive 2 tYt��G •» A4� e-mmT: tRtec0600L=M West Pairm -Beach, FL 334D7 3 DRAWING No L $iG EB-0006710 6 Ir,'} W" RD A. f 4;167 17 107 E: SE%VL%3tPidA9E1rZE/DATE 4 LL FINISH 1/470 TAPCON OR TAPCON WITH ADVANCED THREADF.'ORM TECHNOLOGY W/ I 1/2-'Min. PENETRATION OF THREADED AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) @1 EXISTING MINI WOOD HEADER REQUIRED EXISTING E kaL SERAMON GLASS --I, TO GLASS (SEE L_ SCHEDULE ON SHEET j 11 FOR BLADE (DAND— ON SHEET 19 FOR gHV-. WALL HEADER INSTALLATION EXISTING CLASS__� 4- CONT�. MIN. SEPARATION TO CLASS ,000 PLATE (SEE SCHEDULE ON SHEET 11) EO'0. T 7/4 -0 TAPCON OR TAPCON WITH ADVANCED THREAUFORM TECHNOLOGY Vil 1 1/1' Min- PENETRATION OF THREADED AREA TO EXISTING WGIM HEADER. .(SEE SCHEDULE ON SHEET 15) SEPAP WIL - A71ON 1/4'0­20x3/4" S.S. MACHINE @01 SCREWS IV/ I,/4'_2D NUTS TO GLASS (SEE I OR SOEXtE ON aw it KQWR MADE 0 ' _ 0 12O.0 Min. ON SHEET 19 FOR EXISTING 8 BLADES (D & CLASS--4 OR p FINISH 1p �_,WALL FINISH OR EXISTING MIN. cri OR IQ) `--2hx4- WOOD \L7 HEADER REQUIRED �i 1/4*0 TAPCON OR TAPCON WITH ADVANCED -j —THREADFORM TECHNOLOGY Wf 1 1/2' WIN SEPARATION TO CLASS EXISTING (SEE SCHEDULE E GLASS­� ON SHEET 11) q .i �".; Min- PENETRATION OF THREADED AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2"X4" CONT. siLL ION HV WALL HEADER INSTALLATION PLATE REwb, O!JV WALL SILL IIJSTALLA,TlON I IAIN. SEPARATION NG TO GLASS L EXISTINGk�],L SCHEDULE ON SHEET 11) j �L_ MINI SEPARATION TO CLASS i (SEE SCHEDULE ON SHEET 11' EXISTING GLASS--J 1/4"0-20x3/4" SS. 4 3/ ' S-S SCREWS MACHINE 0 OF NG i MACHINE SCREWS Vj/ -20 NUTS 0 12' SING 12/ .13 NUTS 1� OR@ %)ADA-RI, OR F1 I 2'x4" CONT. WOOD PLATE REVD. OR A 1 -0 TAPCON OR TAPCON VVM ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SKEET 15) k V t MIN. 2'14r 1/2" MIN. COX PLYWOOD REOSTUDS 0 16' O.a HA REDID. PLYWOOD To B MIN. 2"x4* STUDS a ',6' D.C. MAX. REDID. ATTACHED To STUDS it PLYWOOD'TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 230S OF THE Fez SECTION 23W OF THE ©HV WALL. SILL INSTALLATION F.B:C- q! -E� 1/4"0 TAPCON OR TAPCON WITH ADVANCED -SEE SHEET 4 FOR TYPICAL I MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY GO REVD. 1/2' ISO- PENETRATION OF 2-JVlOUNTtMG SECTIONS CAN BE WALL FINI THREADED AREA INTO PLYWOOD COIJBINED IN ANY WAY To (SEE CCHECUE ON SHEET 15) SUIT ANY INSTALLATION. & Hy WALL SILL INSTALLATION -0 SEE LIM . , AATICNS OF USE OF _sL-aE"A_ON SHEETPSI- - - VJ2017 TiLTECO. INC. TILLIT TESTING & ENGINEERING COMPANY 055 N'Wy- W- st- SW 305, M-W CAKDENS, FLCROA 33 (305)87.1-1530 , FOIe : (-505)871-1531 EB-OD06719 61 WALTER A TILut if. P.E. E i FLORIDA Li, 1 44167 .1. nATC7 '1" Nfin, 1/4"0 TAPCON OR' TAPCON WITH ADVANCED 2 _S THREADFORIA TECHNOLOGY wl 1 Min. PENETRATION OF THREADED AREA TO It EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) WALL FINISH- ® BY WALL SILL INSTALLATION AnSixSeA. American Shuffer Sysfems Assactafion, Inc. 4268 Westroods Drive Vest Polm Beach, FL 33407 E-(No—n High Velocity Hurricane Zori @2017 EASTERK- METAL SUPPLY, INC. BERTHA HYDA Accordion Shutter System RV_ RAM #1 W/ OR WIO KV. WNDOW ELAM _ �.DES CRtFRON DATE OLD 15-o8S DRAMI BY: LC DATE: 07/27/17 3 DRAWING No 17-107 WALL FINISH • v e v�.a,i jj5l. A.J•IJ.wrlall.714 % SPAN & DESIGN LOAD FOR INSTALLATION 1/4 0 TAPCON OR I TAPCON WITH ADVANCED 4"xe' (Min.) EXISTING WI .r-^-•{i•+---" I TECHNOLOGY THREADFORM WOOD BEAM REQUIRED, ✓' ` I s ?• 1 VI/ t t/2" Min. PENETRATION 1/4'4=20x3f4" S.S. STRUCTURAL ADEQUACY I OF THREADED AREA TO OF EXISTING WOOD BEAtA _ 1" PHIWPS TRUSS HEAD EXISTING WOOD HEADER. TD'8E CERTIFIED BY ' " I (SEE SCHEDULE ON SHEET 15) I IA1n.-1 MACHINE SCREWS REGISTERED ENGINEER OR Vtf tf4"-20 NUTS ARCHITECT PRIOR TO 19 EQ O j 0 12" O.C, SHUTTER INSTALLATION ?X I ."' OR 15 1f4"0 TAPCON OR TAPCON WITH ADVANCED ' .257' THREADFORM TECHNOLOGY ' F ._t; h I Max. W/ 1 1/2' Min., PENETRATION OF THREADED AREA TO • P \—OPTIONAL I EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) i' • i r=. T u 1 1 •--+ 9 �EX STING [AN 2'x4" EJ(ISTING—t _ HEADER REQ'0 GLASS (� MIN. SEPARATION TO GLASS e (SEE SCHEDULE ON SHEET 1 SQ HV WALL HEADER INSTALLATION SEE tSHEET 4 FOR TYPICAL SHUTTER ASSEuM 2-MOUNTING SECRON5'CAN HE COMBINED IN ANY WAY TO SUIT ANY INSTALIAtM ( MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET i GLASS--% 5 E 1 1 WA7I— Tl FINISH/ � i !j I t /. ifS"4 TAPCON OR t'H 2 z4' CONi TAPCON WITH ADVANCED Mm 'AU/ SILL PLATE + ! \ THREADFORM TECHNOLOGY W/ REO'O .' W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) CVO HV WALL SILL INSTALLAi ION { GLASNS 1 Tn 1 L —! 54F71 11 S I at #l4x3/4" 1 S.M.S. 0 V D.C.— Or 13 or 15 I I OPEN HOLE AT EACH STUD TO ACCEPT ' 5/16'0 LAG SCREW AT CENTER OF TUBE. I n Dc �QOR�� T V CEILING INSTALLATION --- ' m aAss 1 ( 1 OR M IMonsty - EXISTING II FOR EAL.•y^ust GLASS\\ I OY S m is FCR x I \ ALTERNATE ANCHOR _l ( P —� I LOCATION 3 1:/4" i J ®" 7 /8' ANhL #100/4' HEX Max. 1 3/g• MN. WASHER HEAD TEY. 2`x6' MIN. WOOD SCREWS 0 12s a., DECK REQUIRED (NO FINISH ALLOPIED) _ 1/2" EDGE EDGE DF DECK OF IF APPLICABLE Q- DECK IF ' S.S._ -- --_. APPUCABLE 2/O.C.O � 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADPORM TECHNOLOGY VI/ 1 1/2' Min. PENETRATION OF THREADED AREA, TO EXISTING WOOD .HEADER (SEE SCHEDULE ON SHEET 15) SEE LJMIT�py5 OF USE FOR el�yer(UFT•sFLOOR INSTALLATION b vGv '•``••((•�x•�..;1•)•', /jA' �0 02017 i' • �,lU btY'�✓�g TILTECO. INC: �; > '• NF ` +� TILLiT TESTING ENGINEERING COMPANY 6355 M.Y. SSW- St- Ste. 305. ViT,GA G= RDMY% FLMVA 33 Phone; (300171-1530-. Fox : (3G5)871-L53t a -ma: lltecoftoLcom �. .� .E. SEAL%SIGNATURE/DATF WALTER A, TjDff Jr, P.E. PLORNA Ua, $ 44187 .- or ® or 15 EDGE (IF APPLICABLE) EXISTING :MOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED XISTING SOFFIT /4" Mox. THK. I'x4•'xija' CONT. ALUM. TUE 6Q63-T6 ALLOY) W/ 3)5/16'0 LAC SCREWS TO ACH RAFTER OR TRUSS. .00ATE LAGSCREWS AT 110110TH OF EXISTING WOOD IEMBER. (2".Miin. NOMINAL ADTH) W/ 2' Min_ Nv lAu1NaNS WITH 72psf MAX: A-S.D. DESIGN LOAD AI �nG Izf((SIDE,'t SPAN. siar0t1.SFALA I ONSONLY VAUD 1FOR � 'I WOOD W/ MIN. SPECIA Is FOR GRAVTTY OF 0.50 AS DOUGLI �� 1 OR 1 FIR OP. SOUTHERN PIK No. DR EQUAL: U,HV CEILING INSTALLATION I anN, I I SEPARATION I ) TQ .GLASS (SEE SCHEDULE ON SHEEP 71) I ) I I 7 EXishnc�_/ i GLA55 j 1 I. i , 2'xEi MIN. WOG I DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK. IF APPLICABLE 1/4".0 TAPCON OR TAPCON VWTH ADVANCED > THREADFORM TECHNOLOGY W/ 1 1/2" Min, PENETRATION OF THREADED AREA TO EXISTBBG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) � A.S.S.A. American Shutter Systems Association, Inc. 4288 Westroads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUF!PLY, INC. 171+ " ■ f•7N " V TM Accordion Shutter System KV. K" #1 W/ OR W/o RV. �*=W a" MING No 17-1.07 2 z4' NRi YIDDD S APPLWASLE) M Eta KG GLAS1 O.0 PL: AQM�. uuN; aosEn - M!LAT OTta:SZE V! A' fg• SMs. Oib 6:C. f1r S..v 0160 � - 'QQ aR 00 END CONNECTION D TAIL ,7j END CONNECTION DETAIL Q, SEE OEI.VL % F01t cD:4vEcnoN FNry Tx4' N. WD01) S1bD6 RE014 K11 Sa kRgR. TO 0, (46 SaTi,A6 m se r ft-R1i ELSDE ®h19 m 19 1tR PLYIPoOD., 6L T& a END CONNECTION DETAIL 2'. ' mu..1 END CONNECTION DETAIL U L4. 1 _ f 6-�)Ua�3�,62 �4!> @ at PLAN CROS Y Y DETAIL x INA f.ANA1C!`TIAAI nCTA11 02017 MFECC.. .......... x�CEN, . "9 o a rCA TflllT TESTING k ENGINEERWG COMPANY 6355 N.W. 361h, $L, Ste. 205, VIRL,M CFR0315, FLOF61 3316 (- `V ei� Phane : (305)871-153() . E0% : (305)871-1531 'C-TCII: t14e @UQ!.CGM ��VALE Ee-07b10:. wrll>Pr P.E4~SEAL/SIGNATURE/DATE FLaRJDA LR # 44167 99 1/2' vin. CDX --- FU71=0. 1/2 ••-. •Ui I' M 2- YlY (.tS .wFtC/t]3ja.•xf/8'W-r .--_— - oumrw NO (eoW-m .V1aY1At nsX63al � a)1/AT V aQ (ANblw"s. ro �n(fR eDE fit ) ' QR ��. AwS.S.A, American Shutter Sysfems Assoctafion, Inc. 4268 Westroads L[ 4ve West Palm Beach, FL 33407 Nk1 =roD� L�%% CLASS EM CONNECTION DETAI S ?• REWRM ONLY EDi E;;S C-RFATE: 11+AN ♦ SEE L! ffA'n0rNS :(G)FLSE FOR BLADE ON ST 19 !G CODE (ffon Nigh Velocity ffurncane Zone 02017 E ItX14 METAL -SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MME #1 W/ .CR W/O KV. WISMW aAX AWING No 17-107 0&C4). 16 w tS TYP. 'EA. END MAX. 5 WN60175 .ALLOWED AT NV WINDOW BLADE 1@ SEE END CONNECTION DETAILS ON SHEETS 10 & Is TYP. FULL HEIGHT_ Irr 1( & BOTTOM b NUMITED WIDTH u ELEVATION MU SEPARATON TD GLASS EXISTING CLASS SEE SMQ UI.E ON SFEET 71 FOR EIi,DE 1 _.---_-_�-_-- - —�� ON THIS AND S FOR SIADE5------._ a__ -----__- --_-_a------_ _ S')1 &TJA It 21 TYP. SYl.IKTRICAL CENTMAATES., 1L .2r�7� �- W/ 4 OR 5 AND - � `— W/o 5,'(S NOTE 4 ABOVE) PLAN I 02037 TILTECC, INC. Nn iLIE CO,m ` 'a ;'�@ ; TILLIT TESTING & ENGINEEWNG COMPANY av'.. iaA l(i� t dti 6355 N.W. 36th. SL, Sty 305, SIRMN[A GARCF315, FLCRNA 33 ap r .. ......... 1 Phohe : (305)a71-1536 _ Fm : CSOS)VI-1531 rtl b r ES-GO6719 , WALTER A TuTT Jr. P.E. '.E. SEAVSIGNATURE/DATF FLORIDA Lic, # 44167 1, VAX. A.S.O. DESIGN PRESSURE RATING; +110, - 110 P,9,f. 2- MAX, SHUTTER SPAN: 96" 3. ALLOWED MOUNTINGS: A. D, G & H ON SHEETS 6, 7: AS WELL AS. MQUNTINCS M. 0, T, U & W ON SHEETS 16 & 17. �4. ONLRYAyC�ENTERMATES 21 (BOTH W/ 4 OR 2tom. T ARE ALLOWED WITH YOUt; (35j.MMUST BE INCLU ONLY AT OR �EXTERIG OR` ACCESS � OF OPPofjNG Co�f(ERM0. 5- (A) HV WINDOW BLADE (9 SHAM ONLY ALLOW A MAXIMUM OF 5 OPENINGS WO HOLES) FOR ®pER'BLADE. AT SPACINGS SHOWN ON SHEET 4. (8) MN- CLEARANCE FR TOP OR BOTTOM EDGE OF HV tANDOVI BLADE l'?l OF ANY 310 HOLE FOR,Q& SHALL BE 12'. (C) FIRST OR 1� BLADE COMING OUT FROM STARTERS AT ENDS MAY Be HV WINDOW BLADE (0) FN WINDOW BLADE' ,A MUST BE USED ALTERNATE TO A SOLID HV MADE@ THROUGHOUT sHuTTER,s vaDTH. (E) CgIKERMATES SHALL ALWAYS Be INSTALLED ADJACENT TO A SOLID HV BLADE VAT EITHER SIDE OF THEM. (F) POLYQgWORW HV WINDOW ® SHALL BE INSTALLED SO TtjAT THE INTERIOR. OF THE OPENING BEING PROTECTED. HV WINDOW TABS FACE MUST BE A ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED By ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONSINTO 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 INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD. (SEE NOTES 1 & 2 ABOVE). R. MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-7996. Ww0 ZONE MINIMUM SEPARATION TO GLASS 1 THRV 3 1. 4 6.25' A.S.SmA. American Shutter Systems As90clatiGn, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 EASTERN METAL SUPPLY; TNC. Accordion Shutter System ►tv. Bao>: #1l w/ OR w/0 KV >" M w AWING No 17-107 1/2-x 0.035" THICK, Mina ASDA A-653 GRADE 40 !Ain. G-60 GALV- STEEL METAL STUDS AT 16' O.C. T ° o ^W1 1 .3/4'x 6 1/4`x 0.035" THICK lmI CONT. C-, I ST£EL TRM:K OHANNE�, 1 ASTM A-653 GRADE 40 NO 0-60 1 GAI,YPNQ7D FASTENED ?C1 57QD5 ; NTERIORdxt/E%2'RITO�R FCRE19$ ON 1 1 1 EXISTING GLASS —I 1 3/4"x 6 1/4'x 0.035" THICK Min. CONT, GALV. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 KmG-60 GALVANIZED FASTENED TO STUDS w/ (2) $sx:/2' TEK scRLtvs ON INTERIOR & EXTERIOR FACE' 6'x 1 1/2-z D.035- THICK If-- ASTM A-653 GRADE 40 Win.G-60 GAIN. STEEL METAL SKIDS AT 16' O.C. n W43c t43a a 6" O.C. 0 6. O.C. 4ASOSTING FINISH APPLICABLE MAN. SEPARATION TO GLASS ^ (SEE SCHEDULE) AS O.C, 0 6- I GF[VERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (11) HV BLADE ACCORDION SHUITER 215EM_ INSTALLATION TO METAL STUD W 1 I S I. MAX. A.S.D. DESIGN PRESSURE RATING: 4-75. — 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMAic- 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 A.RRANGEO A SY METRICAL LAYOUT - USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR'OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE @ APPLICATION WITH BLADE 1Q 6" O.C. MS WALL HEAD S LL INSTALLATION z ZEXISTING GLASS— — ;�__; SYMMETRYCAL:.: 43a 43b 43� 1 1 i -. ` CENTERMATES W/:,: FXTFPIOP AC7^rC4Z clnr - (Cont.) -12.000° AtQx_ NOMINAI ALUMINUM 6063-T5.ALLOY SEPARATION TO GLASS SC HE ULE —eXISIING FINISH AS APPL (Ty?. TOP & BOTTOM) SYMMETRYCAL �. "CENTERMATES W/ M IN INTFRInR A!'Cl=cc Mina I IN (6" Min.)1/4"(TYP-)3 ib 1/2" MO.) 7^HVA �/.. 7 _—.I !!4 fi 1/2`� MAX SLACK �k# HVB BLADE SLACKBLADE SLA DD IL HHVFH — 'iti'c!/`� P Y02017 TITECD. INC. - - --FLORiDA-B T McD INC. %� z � !'�.SrSe/y,t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6355 tLw. 361h,. St. Ste 304. MRWM WOENS. FLOKdj 3316 AssOCIOtion, ITC. •tti Phm : (305)a71-1530 , F" : (3D5)871-1531 4268 Westroads Drive e-mCl: tare�a®eotoom .. �'•,�. '•.; �C{i#I1�E�,.: •��i�' 74' E6_0006Tty West Palm BegcFr, FL 33407 . �tt ••»•• �� ,t" WALTER A TILUT Jr. P.E P.E. SEAC�A RE% TEE FLORIDA Lic. f 44167 '1 �1 43c LENGTH + .1• 43 1/4-0-20Xa! BOLT MUST PENETRATE 9 1" 1.373- 0 1 .250" f-- �. _050 ° .a m `7/4"0-20 THREADS 43c lZ4"0— ELCO CO DI RUCTIfN ARODUCTS FAB•-.LOK HD COMPONENTS SCALE: 3/8 I- I 3/4'x a 1/4"x 0.0.35' THICK Min. jCONT CAW. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 !Ain. G-60 , CALVANIED FASTENED TO STUDS t✓ W/ (2) Ox7/2' TEK SCRIVrb ON, t INTERIOR & EXTERIOR FACE Q LOCATED AT 1.2 fA/ HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK CODE (Non HVgh Wiocity f6,Arncone ZOn6 ©-2017 EASTERN METAL SUPPLY INC Accordion H.V. BLN)E #1 W/ OR' 2 3 4 A HVf cutter System H.V. WAI0[t7+1T BADE AWING No 17-107