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HomeMy WebLinkAboutACCORDION SHUTTER SYSTEMGENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) 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 SCANNED BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. 8{}i bUCI2 call a* IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 i INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM 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 SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 0 #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-65, #0317.02-06, #9609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 1@ #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. 2. HV BLADE 1) AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #14x1.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN 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 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi 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 50015 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1D : 12,13.14.15 AND 20 HV BLADE 1D & (0 WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION_ 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV. AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE 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 THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. RECEIVED MAR 12 2010 Permitting Department St. I.Itefa rntmty FILE COPY qq nifTA/6 x P.E. §rAL_ Sf NAYURE/DATE 02017 TILTECO, INC. IiLIEC17.NC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 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 BLADE HV WIND016L —BLADE 1 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK 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 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-1.2 & X, WOOD SHEET 18 TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 334D7 © 2017 EASTERN METAL SUPPLY, INC. wN_R ■ ■7M "rTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE u DD "IrnuN DATE DRAWN BY: L.C. 1 OLD 15-085 07/27/1 DATE: 07/27/17 2 DRAWING No 4 17-107 5 SHEET _1Lt WINDOW BLADE 1O HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1 A HV WINDOW BLADE* EE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER ®HV ADJ. FLOOR TRACK QUALIFIED FOR USE %V/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 0 ao wl .) s7o L 1.686" 3.520" ULIFIED HV CEILING HEADER Q FOR USE W/ HV BLADE(1ONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER X } MR X MN. Y MIN. It 1" 1" 0.062" t 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER a6766 to4.454" o _ 4.385" 4.999" (�)HV UNIVERSAL FLOATER QUALIFIED FOR USE VJ/ HV BLADE 1O 6005-T5 ALLOY AND TEMPER 3.226" 1.500" .085" (TYP.) n M 4.897" i 0 HV ADJ. ADAPTER W f LIP QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER �' VARIES N 1" 4 HV HEADER SILL QUALIFIED FOR USE W/ HV BLADE OONLY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER VARIES HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AR D TEMPER 13 _HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE O SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY -AND TEMPER COMPONENT A B T1 T2 17 2" 5" MAX_ 1/8" i 1/8" 18 2 5" MAX. I 0.192" ! 0.192" 19 2.5" 7" MAX. 0.190" 0.190" 5A 2" 5' MAX. 0.139" f 0.131" 0 ° ATE n ' �Fe P.E:E���k��i` MATE 02017 TILTECO, INC. ILIECO INC. TILLIT TESTING & -ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecocaol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lim. # 44167 1.491 " 1.200" C\ o i O• �O Ys 05 HV 90' 180' STARTER QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER .9! 090 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE �ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2" 1 2" 0.125" 0.090" - — -- Q CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER C HV RAINGUARD QUALIFIED FOR USE W/ HV BLAD10 E 6063-T6 ALLOY A D TEMPER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AnS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 vi." ■ ■ ■R% " r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V._ WINDOW BLADE Y. No DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 7/27/17 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 9 AC qn � l 2i HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1O& 1A ONLY 22� HV FLOATING CENTERMATE s: 6063—T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 0 & 1A, ONLY 6063—T6 ALLOY AND TEMPER ofo + a� 1.000" ,q5 i 2.750' •� I_ 2.750' I m r ^I PLAN FRONT ELEVATION 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE1ONLY 6063—T6 ALLOY AND TEMPER HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (1DONLY 6063-T6 ALLOY AND TEMPER 31 HD CENTERMATE W NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1 & IC& 6063—T6 ALLOY AND TEMPER VARIES, 12" MIN. I 1/4" 0-20 S.S. OR 3/8"0-16 ACEfAL THUMBSCREWS. (SEE DETAILS) z__ • t 15' ' 1 ® LOCKING ROD 0 QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER, i 5 INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT 6063—T6 ALLOY AND TEMPER 1.130" rn m Co to i�, 375"0 66 HV 3 f 8"O-16 ACETAL THUMBSCREWS QUALIFIED FOR ,y;j�,fyjZ HV BLADE 0 e K f '. STATE OF � Y • ��1�4U�' tSOMAR "... P.E. -SEAC/St'tdAT1MMATE HV CORNER CENTERMATE Q ALIFIED FOR USE W/ HV BLADE( ONLY 6063-T6 ALLOY AND TEMPER 1 4"-20x1 FLAT HEAD/ S.S.M.S. THREADED DIE CAST HOUSING ENAMEL BAKED PAINTED (2 TYP.) o -- C. O { j o n � .875" ' __ �I .318" L- BRASS CYLINDER do KEYS (CHROME CO I ® HV PLATED) LOCK .875"i QUALIFIED FOR USE W/ HV BLADE `1 & @ ONLY. HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEMONLY 6063—T6 ALLOY AND TEMPER- 3.161 33 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 10 & A; 6063—T6 ALLOY AND TEMPER t1/2" +I� (3 HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE F1 02017 TILTECO, INC. / I IL ��Cta INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)671-1531 e-mail: tilteco©aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 1/4"-2D THREADED DIE CAST HOUSING ENAMEL ml BAKED PAINTED M EGRESS TURN ((�� KNOB. /yv1 I �U BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE Q & g ONLY. — 1--250" O.D. 4518' PLASTIC HEAD o _ .518" 32 " MOLDED TO n �:ffI �1 SCREW n L 825"60" AFTER RIVETING LO 1 /4"0—•20 x 3/4"BEFORE RIVETING "S.S. THUMBSCREW 1 Z4"O-20 RIVNUT* SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN 822 1 SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. i0 HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE C1�' ONLY. BLADE 10 ONLY. UMBTURN LINDER OR Y CYLINDER 0.875" Min. 1 .125" Max. THUMBTURN CYLINDER OR KEY CYLINDER Max. 34 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 0 & 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AmSwS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 �+r■a ■ ■■AM ON V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE EV. No DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 07/27/17 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 3 OF 2A SHUTTER ASSEMBLY SCHEDULE FOR HV GA HV O HV BLADE 1 HV BLADE 1A 0 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188" 0 AISI 302 SERIES S.S. RIVETS 4� HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW T (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 1@ BLADE. EXTERIOF 11) OR ® ' ' 4� or 43 (SEE NOTE FOR REQUIREMENTS) Y I �Q Sao' o- o¢� 38 NW0 1L TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV I'i 00.324" BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. 04$"-I (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER TYP. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� g2`' SHEET OO WHEEL CARRIAGE DETAIL N.T.S. N.T.S. a n 4 • OF . [ n•� IDS ,'•' :.fir ��,s� °. fi�th,, •� ��! '•�.re.rs 90 P!1CaF P.E. SEAL/SIGNATUREy _"tom' I D OR �1 OR 1� 38 � IHV PIN 42 OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) I; AS N.T.S.SEMBLY LAYOUT I/INDOW BLADE ©2017 TILTECO. INC. 11LIEC O INC. TILLIT TESTING k ENGINEERING COMPANY 3 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lic. # 44167 BLADE'S KNUCKLE 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR 12" MAIN. tLE TO BLADE EIGE I "0 OPENIN CI AT 0-1-1 12" MIN. C TO BLADE 0625" .1875"I-1 EXTERIOR I BLADE .0625" 2 TION x-x .0625 .0625" RN _18" .0625 v i HV WINDOW .0625" t06S ± 5 3/4" SECTION Y—Y ON CENTERS x.rs_ —� .7500" E 2 1 /4" EXTERIOR FI FVATO"! CLEAR IME BETWEEN TABS TYPICAL HV WINDOW BLADE 15 AND POLYCARBONATE HV WINDOW DETAIL N.T.S.; * POLYCARBONATE IMPACT RESISTANT HV WINDOW RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). 11 POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD shym SARC K-MAmt REFERENCE WJawL / scmue RJ51I0 UD W TUDN 3103 LM M 103 RESN PHYSCA SPECIFIC GRAVITY MECHMICAI c ASTM D792 0.043 lb/in' 0.043 lb/in' TENSILE YIELD STRENGTH ASTM D635 9.400 p.s.i. 9.500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13.400 p.s.i. FLEXURAL MODULUS IMPACT: AST/ D790 340,000 p.s.i. 345.000 p.s.i. NOTCHED IZOD ASTM D256 18 FT—Ib/in 17 FT—lb/in FIR B RNIN H Rar`Tti�!cn[`c• ASTM D2843 472 % 64.5 : MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WcATHERINN : ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 P.s.i. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 Ek;TERN METAL SUPPLY, INC. AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ri=ma■■0/y "rTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE, N. Nc DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 s DRAWING No 4 17-107 5 SHEET 6 A nr 9n SEE END - CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. 31.0OR f+ L1. OR 21 + 0 OR OR OR 1 h 1+ t / i OR ®OR � Q + I, �I OR 10+15cR�'J+�j3JCR17+ 3OR�.J^ + 11 751 OR i I _>; + ®OR t Q 1 + OR ®+ , p OR 19 + , 3OR 1 9 + 1 5 ORi 1 [J+ TYPICAL (D HV BLADE SHUTTER ELEVATION N.T.S. jj; 46Y,— ••........,ZTE 0 ,• a P.E. ^SEAL%W�fU"RE/DATE ._VF *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION f1: ONE HV LOCK (�J' or @5 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW �2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK , or q51 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO �B OR @7 CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 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 ELEVATION. 3. 0EVONAL CONDT110N #2 NALIID ONLY WHEN IMANnamRY CONDITION fill -OR LIMITED MANDATORY -MOM OR #2 IS USED W/TWO H V LQQESI LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ' 5? OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), `'iYr' CVA OF CORNER CENTERMATE 02017 TILTECO, INC. 4. MANDATORY CONDITION , ONE HV LOCK (8 or (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 ' or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE YJ/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM 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. 5. ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK 0 or 25, FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO ©1 OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-200/4" ALUM. RIVNUT 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. 6. MANDATORY CONDITION nR In:MQNE MOUNTING INSTAI I •TIO^NJ ONE HV LOCK @ or or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK (a or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C1, or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDRION 1 VALID ONLY FOR HV 'T' IO[`K (� eNn CENTERMA S 6A ew ONE ALTERNATE HV T LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS (B OR 0 FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 9 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES AND 29 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"o x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS i5. TOP AND BOTOM IS MANDATORY_ *NOTES ON HD LOCKS & CENTERMATES: 1' : ONE ALTERNATE HD LOCK 0MAYBE USED IN LIEU OF HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 3�4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 34 TO 33 IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HOB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS (3�5 IS COMPLETELY OPTIONAL. /T L E C 3 II Io1C. TILLIT TESTING ,& ,ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco0aol.com ES-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Yon high Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. M am 0 -a ■ ■ ■Iw& ■7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: L.C. t OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 4 17-1 07 5 SHEET 1 POURED POURED CONCRETE REQUIRED -1 R QUIREDE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) YI`r i / , ---- 12 OR 14 Z / F /I L ; 1/2- / 1 I , E. D.* i % / / / /. 1 I .250 Max. 1 I II I MIN SEPARATION I rf1 I TO GLASS (SEE I tt SCHEDULE ON SHEET I I I 11 FOR BLADE 0AN'D I EXISTING ONSHEET 19 FOR I I I LASS—i BtA)ES 106c ® i l i I I % HV WALL HEADER INSTALLATION EXISTING MN. SEPARATION TO GilSS (SEE SCHEDULE ON SHE] 11 FOR BLADE 0/ ON S14EET 19 FOF 11 1 !i' `CONCRETE ANCHORS POURED CONCRETE J (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS- 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 17 1 8 OR 5A FEYSTONE (SEE MOUNTING(2)ON SHEET 7) Min. 1 /4"4-20x3/4" S.S. EQ EO MACHINE SCREWS USING 1/4"-20 NUTS a 12"�O..C. I fIW.— Yt111 , 3 OR (l , ` I OPTIONAL % 11 0 R 1�♦ I Iw1 I ! MIN. SEPARATION TO GLASS '`-(SEE SCHEDULE ON SHEET 11) I I I EXISTING GLASS--i III I 250" Max. BO HV WALL HEADER INSTALLATION + KEYSTONE I II -DOR 1 ! I I MIN. SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 11) i I EXISTING a GLASS--! OPTIONAL E.D.• 04 D. 17OR18 1/4" Max. !LJ 13 OR 15 1/ILLIPS TRUS3/4"S S.S. EQ PHILLIPS TRUSS HEAD ii MACHINE SCREWS USING 1" f 1/4"-20 NUTS O 12" O.C- `CONCRETE ANCHORS (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION * E. D. = EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR (SEE SPECIFICATIONS ON SHEET 13) BLADE 9 ON SHEET 19 ppy� p -T— ENS e P.E. SEAL/SIGNATURE/DATE 02017 TILTECO, INC. I,L1EC01NC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail. tilteco®aol.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 -�' POURED CONCRET OR CONCRETE BL REQUIRED1/4"A-20x3/4" S.S. HORS MACHINE SCREWS E ON V!/ 1/4"-20 NUTS ® 12" O.C. I Min. ' FEQ EQ- ',)LCK ---: OR 24 Er D.*� [i'��OPTIONAL ! i ! I ! ! I EXISTING ' MIN. SEPARATION TO GLASS GLASS—�'--(SEE SCHEDULE ON SHEET 11 1 C HV WALL HEADER INSTALLATION I MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 11) GLASS i OPTIONAL /E D: *% I � ' ! I � ' r— .250" Max. ail M Max. 13 oR 15 I .EQ_� 1" Min. 1/4"0-200/4" S.S. PHILLIPS —TRUSS HEAD MACHINE SCREWS POURED CONCRETE = SHEET 13) W/ 1/4-20 NUTS @ 12" O.C. OR CONCRETE BLOCK REQUIRED ( HV WALL SILL INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON INSTALLATION DETAILS W T HV BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AwS.S.A. Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE American Shutter systems REV. N DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 4 17-107 5 SHEET 6 — 1 1 6 OF 20 1� POURED CONCRETE REQUIRED I I I I i I EXISTING GLASS f MN. SEPARATON ' TO GLASS (SEE SCFEDULE ON SHEET I 11 FOR MADE RAND I ON SHEET 19 FOR BLADES 1D& CONCRETE ANCHORS I MIN. SEPARATION (SEE SCHEDULE ON SHEET 13) 1 TO GLASS (SEE I SCHEDULE ON SHS T EDGE OF 11 FOR BLADE (DAND SLAB IF ON SHEET 19 FOR E. APPLICABLE EXISTING I BLADFSQ& GLASS ALTERNATE EQ ANCHOR LOCATION I 1 1 oR i 3 OR 15 � I o LO N ' - EDGE OF - SLAB IF APPLICABLE © HV CEILING INSTALLATION I MIN. SEPARATION TO GLASS (SEE SCHEDULE EXISTING ON sHEEr t t) GLASS i I 10 I I I I r, I � I I 1 0 I w i 11 I I #140/4" HEX HEAD TEK SCREWS 0 9" O.C. 1 OR 1/4"0-20 S.S. M.S. I W/ NUT ® 9" O.C. i �iZ I 'fl� / Li=---1 7/8" OR * rvurcr_u CONCRETE REQUIRED E. D.* 3/8 OR W EXISTING GLASS— #10x3/4" HEX WASHER HEAD TEK SCREWS m 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E.Q/2' s/ IHV FLOOR INSTALLATION t EDGE OF - SLAB IF APPICABLE I I I I I T1 I r I 1 1 1 I I MIN. SEPARATION I I I x I 1 ¢ I } I TO GLASS Imo- (SEE SCHEDULE 1 I I I ON SHEET 11) I I \ I I I I II II II II II I i II II I } 1 f I \l I MIN. SEPARATION 1 1 1 V �.l TO GLASS 11771 '1 (SEE SHEET 1LE ON I 1 I I s I I I � I I EXISTING 1 GLASS- I a I f `J EDGE OF SLAB IF APPLICABLE NUUHLU CONCRETE E. D.* REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) © HV WALK —OVER INSTALLATION / JPLICABLE DGE OF SLAB IF EE.- b.� CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) 101 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 EXISTING 1 CONCRETE ANCHORS GLASS----1 MINTOSEPARATION 1 { 1 OO (SEE SCHEDULE ON I (SEE SCHEDULES I I I I I 11 1 ) ON SHEET 11 I I I o I SHEET 15 1/4"0 ITW BUILDER TAPCON W/ ) 1 { 1 EXISTING --I EXISTING ADVANCED THREADFORM GLASS i MIN. SEPARATION To GLASS —� I 1 1 GLASS - I I TECHNOLOGY OR 1/4.0 POINERS III I I 1\ I(SE_E SCHEDULE ON SHEEP 11)1; I I I 1 FASTENERS TAPPER+ ANCHORS W1/4" / 1 M.N. SEPARATION TO G I I I I 1 3/4" WIN. EMBEDMENT ®6" } MAX. 1 (SEE SCHEDULE ON SH- t 1) 1 i 1 1 1 O.C. FOR UP TO 6'-0" SPAN AND I I 4. O.C_ FOR SPANS LARGER THA4 I I I+} 1 4•, I�I I I 11 1 1 I f I 1 I t I jI / 6'-G" UP TO 8'-0" MAX, APPLY I I I 11 1 1 ___[ MAX_ I/%� I SEALANT AT EVERY FASTENER HEAD 4A r IE D* I I I 1 Ox3 / / I 1 I I (TYP-) (SITE NOTE t ON 13 OR 15 t f /4" HEX E./t).* ,/ I " I I I SHEET 11 FOR UMRAnoN�5 3 8" 1/2„ 1 1 3 111. 1 1 WASHER HEAD'/ / 1 1 i 1 I / 1 MAX. / I f MIN. I I TEK SCREYJS -� I - / / / ! I ' 1 I I CONT. SEALANT 1 8' © 12" O.C. ,1 I X r- !/j j / (LdJ 11 E I 1; I I .F' 1 • .. ��/ .//i/ + FL CONCRETE ANCHORS m _ _ 6 tO 3/ #14x3/4" S.D.S. i I / _ /i i I i ? ��''/�1/4'0-20x3/4' SS MS SEE SCHEDULE ON 1 V r USING 1/40-20 NUTS SHEET 14) r+ I + 1 2 i Max. I• `; f ® 12" O.C. / / ( / 1 ] OR 1 $ /2•• u . 1. ( f i f {± ? EXISTING NON STRUCTURAL /// I '�, // L 1 % R 1 8 iR 2.00" MIN. EDGE OF WALL TRIM (DECORATIVE SLAB IF ff _ 1�� 1 E.D. SILL) 7/8" / / / ' APPLICABLE L I + // // \ - �1 9x3o C F.H. S.D.S. �•+ MIN. _POURED CONCRETE / ,/ / / CONCRETE ANCHORS \\ SEE NOTE 13(b) l' POURED CONCRETE {SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) REQUIRED E.Dy ' / / , ' OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1• I / REQUIRED OR CONCRETE BLOCK PTIONAL--J POUETE CONCRETE KO HV REQUIRED WALL FLOOR INSTALLATION REQUIRED © HV WALL WALK —OVER INSTALLATION M KEYSTONE MOUNTING INSTA O MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 �J HV RAINGUARD INSTALLATION t NOTE: PS�LATION MAXIMUM SHUTTER SPAN W-0- NOTE FOR COMBINATION OF SECTIONS: * E. D. = EDGE DISTANCE t THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN 6E COMBINED (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT OR ENTRANCE SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 INSTALLATION DETAILS WZ IN ANY WAY TO SUIT ANY INSTALLATION. 00 , , a •�90 10 H V BLADE 4 _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone @4$ �,•••���j8y,• •6,f;� 9)2017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC. 4 cl� BERTHA H V TM 0.441 OF p , N AsSaSnAM Accordion Shutter System o P H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE "� • y_ ; -��,� ;�� •: �' bgti, TILLIT TESTING.,& ENGINEERING COMPANY American Shutter Systems Y REV. N DESCRIPTION DATE DRAVIN BY: L.C. Otil� q A EG 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 15-085 7/27/17 DATE: 07/27/17 .,,•„• - • 4 t Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 AL � � 6pue-mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING No r-0 r�i tf}' EB-0006719 4 �— O� WALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U 44167 5 SHEET 6 1 ' .,.. OUT 2"x2'x1/8"x0'-2" (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) �I 1/2" 10 + OOR Q+ 1 ORQ+Q OR ©+O + @OR©+Q + 18 OR f GLASS 7/ \ � 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11)J L LiD 1 ..ram N ` EXISTING GLASS QOR®OR©+OOR®OR1O +13 aR 1 O + `J OR ©+ OOR0+0 OR O+O + ©OR@+O + 18 OR O+ OR Q+ ®OR®+ @ OR I ®+®OR 19+©OR(i +Q 1/2" OR O + #10x3/4" S.M.S. m 12" O.C. FULL LENGHT. i -------------- rf_'4V' - lei - H VA OUT �� / OR 5 (EXTERIOR) INSTALLATIONS Wf n HV BLADE W HV CENTERMATES 1 OR 3 1 /4" 7" OPPOSING CENTERMATES _ W/ HV LOCK 4 � o—= ®� 9 � , ••��� > a . , a n . SEE NOTES ON LOCKING RODS 5 , HV LOCKS D or 2 AND ALTERNATE HV LOCK ® ON SHEET 5. * BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADEQ SEE END WALL CONNECTION i EXISTING GLASS L— — — — — — — — — 6 1/2" IN ------------ 7" SYMMETRYCAL CENTERMATES W1HV LOCK 624� or 69' _0 0" OR ORI (, + v LO — — I U T ®�R 5 HVB QOR®OR©+OOR®OR10 HVC +13 OR — �. — — — — — — — — — — — 1 O + O OR Q + @ OR 3 +—Q EXISTING GLASS OR SYMMETRICAL 6 I N I— ©+o + 1 S + OR QaR©+0 + Q+ ®oR®+ 18 OR T— — — — — — — MIN. SEPARATION Q TO GLASS C , ' CENTERMATES * Wf HV LOCK�LOCK ANTERIOR) ®+ ®OR 19 + QoR j 9 +O ULE (ONESHEETD11) •J 1=�`-------I ---- ^ — -- Nas 9P�1 1 1YAL 4:ctc P.E. SEAC7NNATURE/DATE HVE Q2017 TILTECO, INC. 11LIECO.-.7A TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco@aol.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 OR � v OUT w MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) SIR) POURED CONCRETE OR CONCRETE BLOCK WALL REQU{(2ED I CONCRETE i ANCHORS / 16" O.C. i N ! I . � I I, I ( 6 1/2" MAX. SLACK I HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AmS.S.A. Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE American Shutter Systems EV. N DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING No 4 17-107 5 SHEET 6 R nr en HVF, INDICATED ON SHEET 8, INSTALLATION n HV BLADE BLADE ��°"'"G GAS Wl HD CENTERMATES o o * 0 SLACK DETAIL I I AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD—HVD INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. 00 j ©• ®aaQ, ®aa®, �7 az 2"x2"x1/8"x0'-2 / ®' ®°" Q' 7 3 'i g+ (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE I oa 1 35 5/8" (TOP/BOTTOM) & 4 1tOx1/2" S.M.S. TO TUEE I I — — — — — — — — — — — — — — — I (OPTIONAL) p�4\J� ---------------'---- ----- — — — — S.M.S. ® 12" — — "r— AT EACH ANGLE (TYP) " 5 � i /�'#lOx3/4" 1 — — — — —. -G — — — — — — — — — — — — — — — — — / O.C. FULL LENGHT. * ^I�' "I 3 30 LOCKHV ' (INSIDE) IN 1 PNSH(TYP.) 5 5 8" I'3j4- PINSH(TYP.) 5/8" a SEE NOTE 6 FOR HV LOCK 3® , i" LOCK, ON SHEET 5. t SERIES 9444 ALUAiINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL e_ ARE so 30 HV "T" LOCK (OUTSIDE) 35 OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* . om-s• -R A. oar "n ............... NO, a NIS` a J « --csa��/eaa¢pf P.E. SEAL/SIGNATURE/DATE ---(E---- 31 QR 32 * 33 31 OR 32 31 OR �J 35 (OPTIONAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ (P* LOCK (EXTERIOR) HDD—HVD** FLOATING STACK 02017 TILTECO, INC. 'LIFE C ®INC. TILLIT TESTING ,& ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 CL7®Ok©, OOR®aR 1 D , 1 3 0� , Qoa©, Qoa Q.©aa O + ©oa®* O + 18 oa U* I (OPTIONAL)— i3 I M!N. SEPARATION i 5 tl TO GLASS (SEE SCHEDULE i I ON SHEET L1) J OR (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/"* LOCK (INTERIOR) * SEE NOTES ON LOCKING RODS 30 & HD 3G LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BlADEG DETAIL HDD-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH ELADE 1Q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AwS.S.A. American Shutter Systems Association, Inc. 4268 _ Westroads Drive West Palm Beach, FL 33407 i+r■ i ■ ■ ■M " V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE WAIL UKAYIN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 9 OF 20 CONCRETE ANCHOR 16 O.C. EQ (LOCATE AT EITHER SIDE � OF 5O) S- 1 /2" MIN. „ #10x1/2" S.M.S. © 16" O.C. -2" MIN.- EQ / i -POURED CONCRETE OR ' CONCRETE BLOCK WALL REQUIRED EXISTING GLASS \> 1 MIN. SEPARATION TO GLASS (SEE " SCHEDULE ON SHEET 1/16"x3" MAX. 11 FOR BLADE QAND (6063-T6) CONT.� ON SHEET 19 FOR BLADES Q & Q ALUM. CLOSER PLATE. (LOCATE t AT EITHER SIDE MIN. OF®) IL #10x1/2" S.M.S. ® 16" O.C. I / 10 OR gi* j 10+0©+�3at©+©at ©`O ` END CONNECTION DETAIL 10 SEE DETAIL X FOR �(�J)O SIDE CONNECTION TO TRACKS6 ' EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET / 11 FOR BLADE (1) AND ON SHEET 19 FOR CONCRETE ; ' ANCHOR ® 16" I BLADES Q & �9I % O.C. - ---- 1 /2" MIN_ i 2" MIN. I � 5 I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED r' EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (!)AND ON SHEET 19 FOR BLADES lO & IP) / \ I as OR 8 oa10 +QOR END CONNECTION DETAIL 20 V #100/2" S.M. 16" O/C CONCRETE ANCHOR @ —� 12" O.C. % . ' /r �' EC --- i EQ 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 /2" MIN. _ /2- MIN. OR 1& 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 11 FOR BLADE 1QAND a ON SHEET 19 FOR BLADES Q & 9 1/2" I USE 1 " OR 2" MAX. - — - _ - (AS APPUCABLE)x2"x1/8"xO'-2" I < ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT J (1) #10x1/2" S.M.S. TO ® & I (2)1/4"0 TAPCONS ANCHORS TO 3CL ULIHIL x I-" WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION 1 OR EITHER SIDE OF (D) TO TRACKS 1©�®°R©+0°p®0e10 •�3«+ SEE DETAIL X FOR C SIDE CONNECTION 10 + ©5 ©+ 6-0+0 - TO TRACKS 19+0©+® END CONNECTION DETAIL 03 El /- EXISTING / GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE QAND ON SHEET 19 FOR BLADES Q & OR �•\ ! ;; POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 5 8«+1 Sat 8+ oa O O©© O END CONNECTION DETAIL 5 s + 8«� s+ its• 5� � a •®, �Q.N$ ` a°" s+ 3o�1s• 5 O D O D O O 4Q� .NECTION DETAIL ©®+® c ado + .•�,�1.�,•. �oA 02017 TILTECO, INC. ° TUE C®INC. '�•d� �:•� de TILLIT TESTING &ENGINEERING COMPANY �� •`•. �� �5 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 '•��tj'�'••A•e•••"••••� ¢¢01 e—mail: tilteco@aol.com ;/ AL �� pa EB-0006719 � WALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" MIN.. EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1Q AND ON SHEET 19 FOR BLADES Q & Q OR •b REQUIRED ONLY FOR SPANS GREATER THAN 12 © OR OR OR OR @OR OR OR '® OR®OR 0 OR L OR@ORrQOR(3OR p VIEW Y PLAN DETAIL X FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonl 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. Accordion Shutter System American Shutter H.V. RADE #1 W/ OR W/O H.V. WINDOW BLADE er Systems EV. NC DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. I OLD 15-085 07/27/17 DATE. 07/27/17 4268 Westroads Drive z West Palm Beach, FL 33407 3 DRAWING No 4 17-107 5 SHEET 6 10 OF 2n SCHLL uLE #1 i SCHEDULE 42 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ 5YMYEIBICAL CENTERMATES. ® & ® or Qj or W/ ONE H.V. LOCK ® or © or or HD LOCK ® W/ NO LOCKING RODS or CENTERMA E1@ 280 29 W/ ONE H J�"T" LOCK 30 W/TWO LO((OK NG RODS 35 & 14SEE MAXI MUM A.S.D. DESIGN PRESSURE RATING (+ OR -) NNTOP }}BOTTOM COtJC REWOO INSTALLATIONS V WALL MOUNTING FLOOR/CEILING OUNTING MOUNTING L + (ft) L - (ft) L + (ft) I L - (R) 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0" 35 14'-10" 14'-10" 15'-2" 16'-0" 40 13'-10" 13'-10" 14'-2" 15'-2" 45 13'-1" 13'-1" 13'-4" 14'-3" 50 12'-5" 12'-5" 12'-8" 13'-7" 55 11'-10" 11'-10" 12'-1" 12'-11" 60 11'-4" 11'-4" 11'-7" 12'-4" 65 10'-10" 10'-10" 11'-1" 11'-11" 70 10'-6" 10'-6" 10'-9" 11'-5" 75 10'-1" 10'-1" 10'-4" 11'-1" 80 9'-10" 9'-10" 10'-0" 10'-9" 85 9'-6" 9'-6" 9'-9" 10'-5" 90 9'-3" 9'-3" 9'-5" 10'-l" 95 9'-O" 8'-9" 9'-2" 9'-10" 100 8'-9" 8'-4" 9'-0" 105 8'-7" 7'-11" 8'-9" 9'-4" 110 8'-4" 7'-7" 8'-7" 9'-2" 115 8'-2" 7'-3" 8'-4" 8'-11" 120 8'-0" 6'-11" 8'-2" 8'-9" 125 7'-10" 6'-8" 8'-o" 8'-5" 130 7'-8" 6'-5" 7'-10" 8'-1" 135 7'-7" 6'-2" 7'-9" 7'-9" 140 7'-5" 5'-11" 7'-7" 7'-6" 145 7'-3" 5'-9" 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-4" 7'-0" 155 7'-0" 5'-5" 7'-2" 6'-9" 160 6'-11" 5'-2" 7'-1" 6'-7" 165 V-10" 5'-1" 7'-0" 6'-4" 170 6'-9" 4'-11" 6'-11" 6'-2" 175 6'-7" 4'-9" 6'-9" 6'-0" 180 6'-6" 4'-8" 6'-8" 5'-10" 185 6'-5" 4'-6" 6'-7" 5'-8" 190 6'-4" 4'-,5 6'-6" 5'-6" 195 6'-3" 4'-3" 6'-5" 5'-5" 200 6'-2" 4'-2" 6'-4" 5'-3" 205 6'-1" 4'-1" 6'-3" 5'-1" MAXIMUM SHUTTER SPAN* "L+" OR "L—" (ft.) FOR INSTALLATIONS W/ Mpr- CENTERMATES. © ONE HV LOCK or © or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM AS.D. DESIGN PRESSURE RATING (p.S-0 (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEILING MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 14'-10" 14'-10" 40 13'-10" 13'-10" 45 13'-1" 13'-l" 50 12'-5" 12'-5" 55 1 V-10" 11,-10" 60 11'-4" 11'-4" 65 10'-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 9'-0" 8'-9" 100 8'-9" 1 8'-4" 105 8'-7" 7'-11" 110 8'-4" 7'-7" 115 8'-2" 7'-3" 120 8'-0" 6'-11" 125 7'-10" 6'-8" 130 7'-8" 6'-5" 135 7'-7" 6'-2" 140 7'-5" 5'-1 1 " 145 7'-3" 5'-9" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 6'-11" 5'-2" 165 6'-10" 5'-1" 170 6--9" 4'-11" 175 6'-7" 4'-9" 180 6'-6" 4'-W 185 6'-5" 4'-6" 190 6'-4" 4'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 205 1 6'-1" SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" R "L—" (ft.) INSTALLATIONS WSYMMETRICAL C NTERM T 1 & W/ ONE HV LOCKS OR 5 W/ NO LOCKING ODS (VALID FOR MOUNTING I1 SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEILING MOUNTING (P.S.0 OR (+ OR -) FLOOR/WALL MOUNTING L + (ft) FL -(ft) 30 16'-0" 16,-0" 35 15'-2" 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3" 55 11'-1" 60 10'-2" 10'-11" 5" 10'-1" IJL 9" 9-4" 8'-9" Vr 0 m m P.E. SEAL/SfNATURE/DATE INSTALLATION LEGEND CONCRETE & WOOD WALL A, B, C, D, E. M. N, 0, P. Q, MOUNTING F, K & L R, S, & V. FLOOR/CEILING G, H, I, 11, J TUW & X U. MOUNTING & M , v MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. f HV CORNER CENTERMATE 1#3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. tf EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM AS.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE - OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING@ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" T HV BLADE 02017 TILTECO, INC. 11L1EC0_1_=.=7\_ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. ViRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco@aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. n 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.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/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S_D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 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 MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li +", ..L2+ "Li-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIM BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 r—E-0■■!n 01'WTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE UtSCRIPTION DATE DRAVIN BY- ML(CV./L.G. 1 OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 11 OF 20 I MAXIMUM ANCHO A.S.D. DESIGN NEGATIVE PRESSUR POURED CONCRETE MAXIMU (6)WALL HEADER MOUNTING (6)WALL HEADER MOUNTIN( SPAN W/ W/ 04 (ft) A.S.D. DESIGN NEGATIVE PRESSURE RATh%G (psf A.S.D. DESIGN NEGATIVE PRESSURE RATING 30 1 40 1 60 1 75 1 90 120 160 205 30 1 40 1 60 175 190 112011601 14 1 12 1 10 1 9 8 8 1 6 6 14 12 101 9 18 8 6 3'_0„ 14 12 1D 9 8 A R E 1L v; in o v v c (SEE MOUNTINGS A, B, C, D ® WALL HEADER MOUNTING ON SHEET 6) POURED CONCRETE D VIALL SILL MOUNTING (ID WALL SILL W/ @ W/ ). DESIGN NEGATIVE PRESSURE RATING (psf A.S.D. DESIGN NEGATIVE F &(WALL HEADER/SILL MOUNTING ,•' g TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD—SET BLUE TAP TAPPER+ ' !} !� r} • • ®1i11 11131!.�IDIDama vIII 10100 l�ml"'�1�1�®lll�lfi®11Y11�01�1�11��®11�11�1i��1i�01iYi®11i:i11�1i�1�li��liYmlfi�ll�l�li�ll�ll�li�ll�li�' !/ ! 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SEAL;nnAfiURE/DATE 02017 TILTECO, INC. 11LI-ECO.NCA TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 u Von High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. ..ter.■■■■mom ■■ATM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE EV. No DESCRIPTION DATE DRAWN BY: LC. 1 OLD 15-085 7/27/17 DATE: 07/27/17 3 DRAWING No 4 17_107 5 i SHEET 6 4,3 nr "fn G I SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONr:RFTF nR i'rwr! P:TG (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) CONCRETE/CONCRETE BLOCK POURED CONCRETE4xIMUM[POURED O WALL SILL MOUNTING © CEILING MOUNTING O FLOOR MOUNTING SPAN (ff) S.D. DESIGN NEGATIVE PRESSURE -RATING (Psf) S.D. DESIGN NEGATIVE PRESSURE RATING (041 S_D_ DESIGN NpFuT Ppcarcciioc onmun 3'-0" OR LES! 4'-0" 5'-0" 6'-0" ■ EII m mOL�i00 ®0in RLaEa ®0© EUMM i!J®mm00o10m®mm Doim®00®MME mm0®i�o00 ®m" 11122 • �®m00�0mm®m000©o®®m0�©®� m®m®v000 mmmv�©oo m®Ivv�000 maim©®v010 m®m0�©vol m®0�©DOC , a!®i0000o1o1m®m0®L�i0lola!®�0®DOo ®®DDO�iaO mm0®©®Oo m0®�®o00 m®o�o00 m®moo®voo low BOWER BOWER 0m®Mm mo®m®OC mmmmm mmmo®olololm®m0M©m®00©©ME mll�m©Mol®�M©MM ' ®©a7a ME! 00MM ifl®00©0v0 lommEiO©0©o1C mDE10©ol0lotMMm®"MEOM m®�oovoom�om�ovo®DE�i®m®OOC wo in mOmo1C■ololol m®®0©C�O�7 ®DOmil00 ®®mololvolOm®Om®OolOmmm©©OIOICI ® mm oolM m0® >0®01 010Ot�MM no ®EHO00v0®fit i©m MM �' 0©Dolololo ocnNalvvoo0mii�mm - 000m�En no iL!®oll0ol0Mof m®®Om0v0 ®DM ME11 Mv00oMIMM m®©MM1MMM ®®0©i7o10o MMMMolMMM ®DOm©M=M �i>t©DolOno vv000voo mEUm©0000 i�®©vooi�o MMMMofol0l0mf�0®ololo0mM Kum vo m®vol00volDOQ©®olol000©®Moll ME11 I!®Do0oo100 mMEN - a0o Eamm00000 ®olOf0001o10 ®00010101010 mpMollo10100 M10 mm00000Mv©ovoo�am0ofoo1010 m©©ol0is=00=no00 ol0 i MM 10110 0�000 10 I>®M®00v00 0 �0�0� . • m0010 =MM ®MD001o100 m®©o01000 vv0000vo vv�a00000 om©oo0010 �v0ovo00 �0©00000 El♦�-1♦tlessl�s TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE LIlAITATIONS OF USE FOR BLADE to ON SHEET 19 1 HV BLADE OR 1 HV BLADE W -Cl& HV WINDOW BLADE WORKING IN UNISON O0oofj��10.1�+ A f r 9 ° a K s� Of OR I P.E. a�f AL ATIJ E/DATE 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksi) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Vc = 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO HE POURED CONCRETE. 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 1" MINIMUM FOR WALLS WITH 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 HE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, (6) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO HE 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 1" MINIMUM FOR WALLS WITH NO STUCCO. B 3) STONE,IN CASE THAT PRECAST ANCHO S SHALL BE LONGENOUGHETOSREACHC THE MAIN PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING OR FLOOR, MAIN STRUCTURE BEHIND SAID WALLFINI FINISHES. ANCHORAGE N HALLBE AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT HIS ENGINEER FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. . (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF HE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDUI F RFI nW FnR Fnnr nicrAmi c fr . N EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE[MIN. DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP / TAPPER + MIN. SPACING 3 3/4" E.D. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2" MIN. SPACING = 3" 1 4" POURED CONCRETE & CONCRETE BLOCK POURED CDh�TE CONCRETE SOCK POURED CONCRETE & POURED CONCRETE & 6iIN. E.D. = 3" MN- ED. = 3 1/2" INN ED. = 2 1/2" CONCRETE BLOCK M'N. E0. = 3 1 2" CONCRETE BLOCK 1FN. ED. = 3' MIN• ED. = 3 1/2" CO�CREfE B !/JN. ED. = 2 1/2" 3" 2 1/2. 1.0 - 0.90 1.0 0.78 1.0 0.84 1.0 2' - 0.81 1.0 - - 0.67 1.0 0.71 - 1 3/4" - 0.91 - 0.35 - - - - 0.43 ri - Anni n,, - 0.35 - ©2017 TILTECO, INC. E CO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 NXI. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871.-1530 . Fax : (305)871-1531 e-mail: tilteco@ool.com ES-0006719 WALTER A. TILLFT Jr. P.E. FLORIDA Lic. r 44167 I LUIUUn OUILUIINU wUL anon nigh Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 rr M R ■ ■ NAM ■ ■ V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WNDOW BLADE :V. No DESCRIPTION DATE DRAWN BY: LC. 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SEXL'/SKSNA%RE/DATE ©2017 TILTECO, INC. 11LIECO-7.A. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—moil: tilteco®ool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 (1) HV BLADE ONLY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. AmSmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 r r ■ w ■ ■ ■Am ■7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE X Nc DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 3 DRAWING No 4 17-107 5 SHEET 6 14 OF 20 iCFF AAOIIMTIAirC nM 1ZWr*C-, . - !E�3 U B !E3TF;ZZ In,,TE _ MAXIMUM(ft SPAN (rt) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS W & X SPRUCE PINE FIR NORTH W/ MIN. G=0.43 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS W& X SPRUCE PINE FIR SOUTH W / MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS W& X 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS P& Q SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W MIN. G=0.50 / B.O. WALL MOUNTINGS S 8c V SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W MIN. G=0.36 B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V -0" OR LESS 4'-0" 5'-0" 6' -0" W0. -0" 8'-0' 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" SD. DES9A 11TAC.E PRf59KcT PAP,,, W) . 091 WGABF. M 50- FAN W 30 40 60 75 90 OS 30 40 60 75 90 05 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 5 6 5.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 6.5 4 6 6 6 ".5 4.5 4 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 6 4 - - - 12 10 - - - - 6 6 - - - - i 2 10 - - - - 6 5.5 - - - - M. 30 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Ik'5171 40 10 10 i0 i0 10 10 10 10 10 10 10 7 - - IUME 60 75 10 9 10 9 10 9 10 9 10 9 10 6 9 4 3 - j35 - - - - - - - - p9w.. (A FSA DES. 90 05 30 40 8 8 6 6 8 8 6 6 8 8 6 6 8 5 6 6 5 3 6 6 3.5 - 6 6 - - 6 6 - - 6 6 - - 6 5.5 - - 6 5 - - 6 4.5 - - 5.5 4.5 - - 5 - - - 5 - N[GW E PfM& F.QG (psl) 60 75 90 OS 6 6 6 6 6 6 6 6 6 6 6 5 fi 5 5 4.5 6 5 4 3.5 5 .5 3.5 3 4.5 4 3 3 4 .5 3 - 3.5 - - - 3.5 - - - - - - - - - - - - - - - - ASD. DE9N 30 40 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 i0 12 7.5 12 7 12 - 11.5 - hE 01 IN WH RA1tf9 60 75 90 10 9 8 10 9 8 10 9 8 10 9 6 10 7 3.5 10 4 - 4 3 - 3 - - - - - - - - _ - - - - - - - - (psf) SD. DESGN hTCR71E PfE.iA,1'f RAW- (4DfSCdI 05 30 40 60175 90 05 8 6 6 6 6 6 6 8 6 6 6 6 6 6 7 6 6 6 6 6 5 3.5 6 6 6 6 5 4.5 - 6 6 6 5 4 3.5 - 6 6 5 .5 3.5 3 - 6 6 4.5 4 3 3 - 6 6 4 .5 3 - - 6 5.5 4 - - 6 5 3.5 - - - - 6 4.5 - - - - - 5.5 4.5 - - - - - 5 - - - - - 30 6 6 6 6 6 6 6 6 6 6 6 6 LTGARF. 40 5 5 5 5 5 5 5 5 4.5 3 - PROM FAhti9 (p� 60 75 90 05 4 4 4 3 4 4 4 3 4 4 4 3 4 4 3.5 - 4 4 - - 4 - - 3.5 - - - - - - - - - - - - - - -- - - - - . 30740160175190 12.12 12 12 12 12 12 �i hEGAiNE PPESStE,f PATBiG (PSI) 05 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 .SD. 30 12 12 12 12 12 12 Den 40 12 12 12 12 12 12 NTGSlih P7L111,� RAPwT (p;I) 60 75 90 05 6 12 12 O 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 11 9.5 ASD. DMFEG41tF. PRESSU?,E RAkW; (�I) 30 40 60 75 90 OS 0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 2 12 i2 12 12 10 8.5 12 12 12 0.5 8.5 7.5 12 12 1.5 9 7.5 6.5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 1.59.5 10. 9.5 8.5 12 1.5 8.5 8 6.5 10. 9.5 8 7.5 6 4 12 12 12 12 12 12 11.59.5 10. 8.5 8.5 7.5 12 12 12 12 10 9 8 6.5 7 S 5.5 5 12 12 12 12 12 12 12 12 11 10 10 85 8.5 12 1.57.5 6 5 4 8 7.5 6.5 t64 111.5 12 12 0.5 9.5 8.53.5 7 6.5 5.5 4.5 5 4 4 3 - 15'-0" 12 12 - - - - - - - - - - 6 g - - - - - - - - - - 16'-0" U) HV BLADE OR (1) HV BLADE HV WINDOW -BLADE WORKING I ♦ SEE UMITATIONS OF USE FOR - BLADE IA ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. LD�'1-........... x ' �1� /,01VAL EO a�ffe P.E. SEAC/`t33f, A1'URE/DATE 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2- COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ©2017 TILTECO, INC. IILIEC 0 INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. MRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. R 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo © 2017 EASTERN METAL SUPPLY, INC. AwSmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 �-En ■ ■■mn ■■1/TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW B!_ADE Y. Nc DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 3 DRAWING No 4 17--107 5 SHEET 6 4 r_ nr new LLA 1 IUN UL I AILS U WALL FINISH 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 12OR11 0 ff � N N 1 I { II �EXISTING MIN.xI I WOOD I I I (1 HEADER REQUIRED I J 1 EXISTING MIN. SEPARATION III I GLASS,j TO GLASS (SEE I I 1S1 OR BLADE (RAND ON SHEEr 19 FOR II BLADES O & �A 1 M� HV WALL HEADER INSTALLATION EXISTING WOO GS FOR (1) HV & l(A HV® 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4"0-2Ox3/4" S.S. MACHINE (7 /DR 18 SCREWS W/ 1/4"-20 NUTS 1" Min. 12" O.C. f '•jZ IJ N IfOPTIONAL % PWALL FINISH J OR �� I EXISTING MIN. I 2"x4" WOOD I 1 HEADER REQUIRED I it I MIN. SEPARATION TO GLASS I EXISTING (SEE SCHEDULE ON SHEET 11) I GLASS--1 ( HV WALL HEADER INSTALLATION EXISTING JI MIN. SEPARATION TO GLASS GLASS--q J II MIN. SEPARATION TO GLASS J I J ' I I 1 EXISTING (SEE SCHEDULE ON SHEET 11)- 2"x4" CON . ; J j GLASS�I WOOD PLAN (SEE SCHEDULE ON SHEET 11) REQ'D. 'fl I, I I x 1/4"0-20x3/4" S.S. _>;; .• +c? V� MACHINE SCREWS W WALL i E I ; i . / FINISH i 1/4"-20 NUTS ® 12 \ '7? I I I I ( O.C. ,r II rill 1 �. II ' 17.QR18 2"x4" CONT. i WOOD PLATE REQ'D. I t Mkt NI OR t i l li ':SA' \ 12 1 "0 TAPCON OR TAPCON WITH ADVANCED j THREADFORM TECHNOLOGY W/ 1/2- 11 ' I � k�i l\ 1L '�::a Min. PENETRATION OF THREADED AREA INTO PLYWOOD ' (SEE SCHEDULE ON SHEET 15} 1 EXISTING MIN. 2"x4" —1/2" MIN. CDX PLYWOOD REQ'D. STUDS @ 16' O.C. MAX, REQ'D. PLYWOOD TO BE EXISTING MIN. 2"x4" STUDS @ 16' O.C. MAX. REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION F.B.C. 0 OR 15 N S (AS II MIN. SEPARATION Ji TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE O AN li ON SHEET 19 FOR EXISTING II BLADES (1) & 1 1 GLASS----JI u II WALL-- LICAB OR 12 OR 11 \L7 1/44"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2"x4" CONT. SILL PLATE REQ'D. - i MIN. SEPARATION TO GLASS I I I 1 EXISTING ! (SEE SCHEDULE ON SHEET 11) I I J GLASS—Jj s i ( I 1/4"0-20x3/4" S.S.- J MACHINE SCREWS I II J' USING 1/4"-20 NUTS II ® 12' O.C. OR 18 13oRO " Alin. 11 I I 1 /4" 0 TAPCON OR NOTE: 1/2" MIN. PLYWOOD CD \ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/,1/2" 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. REQ'D. Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE WALL FINISH THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® HV WALL SILL INSTALLATION ♦ SEE LIM ATIONS OF USE OF BLADE 1AJON SHEET 19 64ot`'\ -A 0)2017 TILTECO, INC. •~ti,1�>�I 7NC LIECO �� 4 i y TILLIT TESTING do ENGINEERING COMPANY � A 6355 N.W. 36th. St. Ste. 305, VIRGINIA GARDENS. FLORIDA 331 `�`, .•,r� �� •��� �@ Phone (305)871-1530 . Fax : (305)871-1531 f l y• (:/ �Q4 e-mail: tiltecoccol.com S� } EB-0006719 ` itD4 WALTER A. TILLIT Jr. P.E. P.E. ATEIR /DATE FLORIDA Uc. F 44167 t if I I \ L. ' 1 " Min. 1/4"0 TAPCON OR TAPCON WITH ADVANCED 2"x4" CONT. t` THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO i SILL PLATE !+! EXISTING WOOD HEADER. REQ'D. li+ (SEE SCHEDULE ON SHEET 15) �i WALL FINISH ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2017 EASTERN METAL SUPPLY, INC. AwSwS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 �NwmKE.7 ■■VTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE V. Nc DESCRIPTION 7 DATE DRAWN BY: L.C. I OLD 15-085 07/27/1 DATE: 67/27/17 3 DRAWING No 4 17-107 $ SHEET 6 4 0- ^„ - - ST::_�LATION DETAI WALL FINISH — 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ON EXISTING WOOD BUILDINGS AX. SHUTTER SPAN L+ OR L— FOR INSTALL ,LL BE LIMITED TO 105.0 psf. A.S' D. DESIGN SPAN & DESIGN LOAD- FOR INSTALLATION N 4"x8 (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY 1/4"0-20x3/4" S.S. OF EXISTING WOOD BEAM 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY 4in.-I MACHINE SCREWS REGISTERED ENGINEER OR W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EQ--r`-- -EQ- _Q @ 12" O.C. SHUTTER INSTALLATION. / I z —OPTIONAL EXISTING MIN 2"x4" EXISTING HEADER REQ'D I I GLASS Ill MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) ( HV WALL HEADER - INSTALLATION NOTES; 1-SEE SHEET" 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS II (SEE SCHEDULE ON SHEET 11 EXISTING GLASS_ _ll (i l li WALL ` FINIS' OR 15 1 /4"0 TAPCON OR / TAPCON WITH ADVANCED .257" THREADFORM TECHNOLOGY Max. W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EQ EXISTING WOOD HEADER. l I (SEE SCHEDULE ON SHEET 15) 1 /4" Max. , I L1�.�pli� 4"0-20x3/4" S.S. / ILLIPS TRUSS HEAD 7 4"0 TAPCON OR2"x4" .CONT. 1 ' TAPCON WITH ADVANCED Mi'MACHINE SCREWS SILL PLATE I THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS W/ 1 1/2" Min. PENETRATION REQ'D. � @ 12" O.C. OF THREADED AREA TO t , li I II EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (Q)HV WALL SILL INSTALLATION ♦ S,E LIMITf�Tjpl OR n HV HV # 1/2" #14x3/4" E S.M.S. 6" O.C. l or 13 or 15 i ` OPEN HOLE AT EACH--/ EXISTING I I STUD TO ACCEPT GLASS I l I X 5/16"0 LAG SCREW 11 l I AT CENTER OF TUBE. MIN. SEPARATION I TO GLASS (SEE EXISTING I MN. SEPARno,14 SCHEDULE ON 94M N GLASS TO GLASS (SEE 11 F0:2 BLADE RAND I I ♦ SCHMULE 014 SHEET I ON SHEET 19 FOR l I I I 1 OR j 11 FOR BL10 ADE AND 6YADZS 1p � & (ON BLADES T 19 FOR �HV CEILING INSTALLATION MIN. Sb'M?ATTCN TO GLASS (SEE l �ELADEN SHEEr EXISTING 11�FOR d AND l ON sr�r ty FOR I I GLASS \ , 13L�DES CD & I ALTERNATE ANCHOR I I LOCATION Ol 6 + 7 3/8" MIN. 3/8- ALIN� 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/2 -s 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM —/ I TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) S OF USE FOR cif pis N HV FLOOR INSTALLATION /y ff r ,. P.E. SEAL/SIGNATURE/DATE 02017 TILTECO, INC. FIL EC ® INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. 'ARGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®aot.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. n 44167 S MIN APPLICABLE' (IF APPLICABLE) EXISTING WOOD TRUSSES OR 1/2" RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. _ EQ� I CONT. ALUM. TUBE (6063-T6 ALLOY) tV!/ 1 1 Or 13 Or 15 (3)5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL ' WIDTH) W/ 2" Min. PENETRATION OF THREADED I i < AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. A.S.D. DESIGN LOAD ANG I I N 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS I �� 1 OR 1 FIR OR SOUTHERN PINE No, 2, OR EQUAL. OR UU HV CEILING INSTALLATION —�1 1�♦ MIN_ I I SEPARATION ,I TO GLASS I I I(SEE SCHEDULE I ION SHEET 1 1) { I l 1 I I I I ` EXISTING I I \ #10x3/4" HEX CLASS — II -WASHER HEAD TEK l SCREWS ® 12" a.c EDGE ` OF DECK IF _ __— APPLICABLE 2"x6" MIN. WOC DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED'l� THREADFORM TECHNOLOGY W/ 1 1/2" Min. 2" MIN " MIN PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) OX HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. AmSmS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ��E i ■ ■ ■A ■ ■ V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE N. Nc DESCRIPTION DATE DRAWN BY: L.C. I OLD 15-085 7/27/1 DATE: 07/27/17 2 3 DRAWING No 4 17-107 5 SHEET 6 1 1 47 .,.- .,.. 2'x4" MIN. WOOD STUDS. (AS APPLICABLE) EXISTING GLASS--\ N'N. SEPARATION TO GLASS (SEE SCHON SHEET IORI FOR BADE DAND ON SHEET 19 FOR BLADES Gi& 1/4'0 TAPCON ANCHOR 0 6' O.C. i \ / \ / W/ 1 1/2' MIN. PENETRATION INTO \ / STUDS OR W/ MIN. 1/2' PENETRATION TO 1/2" CDX I' PLYWOOD IF NO / \ Imo' STUDS EXIST. \ / E I59 �`1/2" MIN. COX PLYWOOD. MIN. Oxt/2' S.M-S. 10 OR ®* �d®d0.OnOd1 •�� STALLATIONS (1) HV GLAD 2'x4' MIN. WOOD STUDS REQ'D. 1/16"x3" Max. (6063-i6) CONT. A1.UN. CLOSER PLATE. (LOCATE AT EITHER SIDE OF (D) #10x1/2' S.M.S. 016 O.C. shV EXISTING GLASS WL PA'noN 70 MASS (SEE SCHEDULE ON SHEET / 1I FOR BIADE �AA'D 41/2" MIN. COX ON H--T 19 FOR PLYWOOD. i BLADES Q) & VINDOW BLADE INTO 2"x4" MI 2'x4' MIN. WOOD I-- f STUDS REQ'D. 1/2' MIN. WALL 1 FINISH Is, EXISTING GLASS MIN. SEPARATION TO GIB (SEE 1/2" MIN. COX SCHEDULE ON SHEET PLYWOOD. - 11 FOR BADE (DAND ON SHEET 19 FOR BLADES (1) & 'Qq SEE DETAIL X FO O OR (gr* I OR (a*SIDE CONNECTION !� TO TRACKS ! t` a�la 6 7 8 10 p.OdOdO �" ©'OO •�d�©•'�•n®mod 3-6ad& ©d .CTION DETAIL ( -8) END CONNECTION DETAIL EXISTING GLASS 2'x4' MIN. WOOD 1/4"0 TAPCON AN STUDS REO'D. ! 1/ 1 1/2' MIN. 1/4'0 7APCON ANCHO �10x1/2' S.M.S. GLASS-�� PENETRATION 9 12' O.C. W/ 1 1/2' MIN. ®16 O.C. _ PENETRATION ®12' O.C. MN. SEPARATION' MIN. SEPARATION TO (LASS (SEESCHEDULE ON ! 11 FOR BLADE tQSHEETAYD ON SHEEP 19 FOR FLAOES Q & QP) 1 I SEE DETAIL X FOR SIDE CONNECTION TO TRACKS TO GLASS,E . ED y '� D I AND ON SHEET FOR 1Q OR I ©d�a C•O7 aQa10 •13d WALL FINISH 2'x4' MIN- WOOD WALL441�d©•O7 ai®nv.�3?d - 10 • �°'©' ®a�.� a STUDS REQ'D. FINISH 00.15 d�• �31d©' o, , )- 70-�@-,(�K)—�O•®n ©•O•�C7ia ,,®�.��•OO •mod @•gin •@nc •@ o.@-0-055' END CONNECTION DETAIL 1L') END CONNECTION DETAIL 12 OR(9)OR 11 L 1 OR 1? oR13oR��oR VIEW Y PLAN DETAIL X ,p�"_e,M� �•,.••�•+••••.,`�/� @2017 TILTECO, INC. /r,JECW INC. a TILLIT TESTING & ENGINEERING COMPANY m- 6 °. "� ti 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 . °rI Phone : (305)871-1530 . Fox : (305)871-1531 �r a -mail: ti!tecoaaol.com 1X EB-0006719 �� ••pp�°°•••••� rq L YIALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 �- 2'x4' MIN. WOOD STUDS. (AS APPLICABLE) \ / ! FINISH EXISTING GLASS EQ 0\\ I MIN SEPARATION • y ' (LAASS (SEE `..CICD- lAE ON 9iEE, 11 FOR BLADE QAND I ON SHEET 19 FOR ' i ®LADES 1Q & �) I -USE 1' OR 2' NAX. (AS AFFUCABLE)x2'x1/8'k0'-2' ALUM,NUM CUP AI;C,V.E l (6063-T6 ALLOY) AT MIGHEIGHT j (1) JIOx1/2 S.M.S. TO©& (2)1/4'0 TAPCONS ANCHORS TO `r WALL AT 1' O.C._(LOCATE AT EITHER So OF(4�) � 1 OR SEE DETAIL X FOR SIDE CONNECTION :tea®a®. Q7 ••®d p .n TO TRACKS 0•0 •�d©•O'(�d ©•�dQ•�a®���7a END CONNECTION DETAIL CO', • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' =UMITATIONS OF USE FOR EET 19 CR®OR jBOR OR13OR(ROR`' ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. 13EF�iHA HVTM AnSmS.A. Accordion Shutter System ,,Accordion #1 W/ OR W/O H.V. WINDOW BLADE American Shutter systems REV. N DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. i OLD 15-085 07/27/1 DATE: 07/27/17 4268 Westroads eve 2 West Palm Beach, FL 33407 3 DRAWING No 4 17-107 5 1 SHEET 6 18 OF 20 C 16 TYP. MAX. 5 ALLOWE[ WINDOW SEE ENI CONNEC DETAILS 10 & 1 FULL HE 110 13o415«a12-14 I� I� I— 04 oRll55 1 t 9 t s 9 /Iry t t o s a s s' s u� t 3 S 3 rill s s s lu Sy 4J t z�z 0 t s s s 3 s oHp s t s s s z p E�x f 3 9 a>o `5r 31 1, , N O a SUiY NOiN 40 O > 0 N ^ ��r P I 3(SEE PLAN FOR REQUIREMENTS) � TYP TOP & BOTTOM LIMITED W 1 OR� OR 0) ELEVATION- MIN. SEPARATION TO GLASS — — — — — — — — — EXISTING GLASS 2EE SCHEDULE ON SHEET 11 FOR BLADE(j) z D ON THIS SHEET FOR BLADES D & QA -------------' c------ �--------- ---------------- 5 1 / 21 TYP. � 21 �\ `' TYP. SYMMETRICAL CENTERMATES 21 27 W/ 2 OR 2�5 AND W/0 3U (SEE NOTE 4 ABOVE) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A� SHUTTER* a f � NAL p,a P.E. SEAL/SIGNATURE/DATE 02017 TILTECO, INC. /-T-IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco@aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 MM ILIJ •► 1 ■ ■ ►�• �1 lid 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110. — 110 p.s.f. 2. MAX. SHUTTER SPAN: 96" 3. ALLOWED MOUNTINGS: A. D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0, T, U & W©�ON SHEETS 16©& 17. QQ 2© ARRANGED FNMA SYM 1ETRf21CA(L OR OPPOSING LAYO)UT� N CASE OFVOPPOSING LAYOUT, 35 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA E. 5. (A) HV WINDOW BLADE 1� SHALL ONLY ALLOY! A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR 80TTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3"0 HOLE FOR ® SHALL BE 12". (C) FIRST OR L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE t1A MUST 8E USED ALTERNATE TO A SOLID HV BLADE 1� THROUGHOUT SHUTTER'S WIDTH. (E) CEXERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO THAT TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" / (oursoz on1v� 41, 5 / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone AmSmSmAm American Shutter Systems Association,. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. i+rn■ ■ ■!•M "VTM Accordion Shutter System LNEV,. BLADE #1 W/ OR W/O H.V. WINDOW BLADE DESCRIPTION DATE DRAWN BY. L.C. 1 OLD 15-085 7/27/1DATE: 07/27/17 s DRAWING No _4 17-107 5 SHE L "x 1 1/2"x 0.035" THICK lAin VARIES Min. ASTM A-653 GRADE 40 —2" Max. Min. G-60 GALV. STEEL METAL STUDS AT 16" o.c. w 43b 16 ' --------- ® 6" O.C. 40 o Q I --------- 1/2„ �w W 1 3/4% 6 1/4"x 0.035" THICK Min.11 43C 43p CONT. to to GALV. STEEL TRACK CHANNEL, I 0 6" O.C. © 6" O.C. ''� I 1 ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS I i 11 I W/ (2) #6x1/2" TEK SCREWS ON I EXISTING FINISH 39 INTERIOR & EXTERIOR FACE AS APPLICABLE I 1 1 MIN. SEPARATION EXISTING GLASS — - i j I 70 GLASS --(SEE i A� (SEE SCHEDULE) 1 3/4'x 6 1/4"x 0.035' THICK Min.I EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL, I AS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS I W/ (2) #6x1/2" TEK SCREWS ON I 43C 43a INTERIOR & EXTERIOR FACE j y g" O.C. y ®6" O.C. �w W Or 6"x 1 1 /2"x 0.035" THICK La1 Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL 1 " METAL STUDS AT 16" O.C. Min. `':•'y,;',:_- i�• LJ O 6 1 2 Ti3 1/4" (Ty P-)__j (Cont.) HVA 6 1/2 (TyP- 0 6" O.C. INSTALLATIONS Wf (1) HV BLADE & HV CE 41 INTO METAL STUD WALLS * 75" SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE.. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE (D APPLICATION WITH BLADE 1O HVB BLADE SLACK DETAIL HVF HVC of a s®tea itgl+t��, •�/� 02017 TILTECO, INC. Ell L C O �N�. I . TILLIT TESTING &ENGINEERING COMPANY .41 ZT 0 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 ,y Phone : (305)871-1530 . Fax : (305)871-1531 '•,�lryt� e—mail: tilteca®eol.com �� &, My+• •.t1• ��l,e• EB-0006719 •� ye WALTER A. TILLIT Jr. P.E. ' P.E. FLORIDA Lic. # 44167 SE LA . E/DATE l .RMATES 12.000" Max. T_ �- SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 4 4„ EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) 3a 1 /4"e NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY LO 3.000" Max. —1 43c LENGTH + 1" 43 1 f 4'0-20X3" BOLT MUST PENETRATE 43c 1" 1.373"— �.�- -r j--.050" LO y s M �- � 1/4"0-20 THREADS 43c 1 /4-0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD SCALE: 3/8"= 1" 1 3/4"x 6 1/4"x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE HV HEADER/SILL ENDS FLORIDA BUILDING CODE AmSmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 L` VIEW Y SIDE CONNECTION TO TRACK Non High Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. ��m0■ ■MA MEW TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE V. Nc DESCRIPTION DATE DRAWN BY: LC. 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 DRAWING No 4 17--107 5 SHEET 6 7n nr ww