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HomeMy WebLinkAboutEngineering, Accordion NON HvHz engineering blade 1.pdf bubbled and markedGENERAL 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 (61h 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 DIRECTIONAUTY 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. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS -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 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW 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 (D #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 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 © #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 Di AND HV WINDOW BLADE © 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 50018 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 (D : 12,13,14,15 AND 20 HV BLADE 1D & © 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. LABEUNG 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 CONTRACTORS 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. CENS�C' '�9 fT&6� , of P.E. 02017 TILTECO, INC. TME COc�. 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: tilteco0aol.com EB -0006719 WALTER A TIWT Jr. P.E. FLORIDA Lic. y 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 & BLOCK AREA : HV 13(6DE n AND Hy WINDOW B D n (WHERE APPLICABLE) & BLOCK 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 7-12 & X. WOOD SHEET 18 F ' � • a � r?_ZL�IRI TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE in oN y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.Sm&A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane © 2017 EASTERN METAL SUPPLY. INC. ■ ■ ■M " W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW IXADE EV. NoI DESCRIPTION DATE DRAWN BY: L G 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 3DRAWING No 4 17-107 5 SHEET 3`0 FOR WINDOW BLADE lA 0 o`rt Js' o po' cs 0.454" o (I a ) 4.371" 4.385" 4.857" 4.999" f0 HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1 A HV WINDOW BLADE* *SEE LIMITATIONS OF USE OF BLADE (� ON SHEET 19 6063--T6 ALLOY AND TEMPER fiOHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE T 6063-T6 ALLOY AND TEMPER 11 HV CEILING HEADER Q 1.917" (V HV FOR USE W/ HV BLADETONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER X } MN. X WN. Y MN.t 1" I 1" 0.062° t 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 011 6063--T6 ALLOY AND TEMPER UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLA.DE010 6005-T5 ALLOY AND TEMPER 3.226" 1.500" _085" (TYP. ) n 4.897" 07� HV ADJ. ADAPTER W LI P QUALIFIED FOR USE VV/ HV BLADE D 6063-T6 ALLOY AND TEMPER HV HEADER/SILL QUALIFIED FOR USE W/ HV 'BLADE 1OONLY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER VARIES 2" 1.918" Max. vy 4 .09 N i° 71 CN Lo i .375" 4 HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE (1� 6063-T6 ALLOY A D TEMPER ®HV WALK—OVER TRACK QUALIFIED FOR USE W/ HV BLADIn E 6063 -T6 ALLOY AITID TEMPER 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY - 6063 -T6 ALLOY AND TEMPER COMPONENT A B T1 T2 17 2" 5" MAX. 1/8" 1/8" 18 2"5" MAX. 0.192" 0.192" 19 2.5" 7" MAX. 0.190" 0.190" 50A 2" 5" MAX. 0.139""131 02017 TILTECO, INC. 11LIECO 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: tiltecoOool.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 .9', 1.49'1" 1.200" 0 �' • a AIS HV 90'/I W—STARTER QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 9~ HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE T ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" 14 HD WALL HEADER/$ QUALIFIED FOR USE W/ HV BLADE(10 ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2" 2" 0.125" 3" 3" 0.490" 20, CORNER POSTS QUALIFIED FOR USE W/ HV BLADE T 6063-T6 ALLOY AND TEMPER 1 { HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE(10 6063-T6 ALLOY A-41) TEMPER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrcads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HYTM Accordion Shutter System H.V. au1)E #1 W/ OR W/O H.V. WINMW aADE V. No DESCRIPTION DATE DRAWN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 z DRAWING No < nn 5 SHEET 6 1 AC en 2i HVHV CENTERMATE QUALIFIED FOR USE W/ HV BLADE0& 1A ONLY 6063-T6 ALLOY AND TEMPER a w 1.000• 1.Q00' o 2.75x" I_ 2.750` m PLAN FRONT ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE l� ` ONLY 6063---T6 ALLOY AND TEMPER 31 HD CENTERMATE WZ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADET& & IA; 6063-T6 ALLOY AND TEMPER VARIES, 12" MIN, 0-20 S.S. OR 3/8'0-16 ACETAL THUMBSCREWS. (SEE DETAILS) t t 15' LOCKING ROD 0 QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER 15 INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT a�nr�a.) 22 HV FLOATING C RM TEf� QUA IED FOR USE W/ HV BLADET& & 1A ONLY 6063-T6 ALLOY AND TEMPER HV MALE "T" LOCM CENTERMATE QUALIFIED FOR USE W/ HV BLADE OONLY 6063-T6 ALLOY AND TEMPER HD CENTERMATE W LOCKING ROD QUALfFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 ALLOY AND TEMPER 1.130" N rn m 4.375"0 HV 3/8"0-16 ACETA THUMBSCREWS QUALIFIED FOR •�,& _HV BLADE EN a aSTATE A �s. ORION P.E 01 ISE,U� idA • WE DATE CN CN (2_�,) HY CORNER CENTERMATE QUALIFIED FOR USE W/ HV BLADET1 ONLY 6063-T6 ALLOY AND TEMPER 1/4"-24x1/ 1/4'-20 DIE CAST �T HEAD S.S.M.S' THREADED HOUSING ENAMEL BAKED PAINTED (2 1YP,) o DRAWING No 17-107 N9 rn - SHEET 3 OF 20 6 .875" � m or .318" BRASS CYLINDER �. do KEYS (CHROME HV PLATED) LOCK .875" QUALIFIED FOR USE W/ HV BLADE T & ® ONLY. HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE r1)ONLY 6063-T6 ALLOY AND TEMPER' 3.161 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1O& 1A 6063-T6 ALLOY AND TEMPER ±1/2" �I i 1/4"m ,37 HV 1 4" 0-20 AIS] 304 ERIES S.S. THUMBSCREWS QUALfFIED FOR USE W/ HV BLADE 1Q 02017 TILTECO, INC. —\ ILEC4 IMC. 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: t ltecoacol.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. If 44157 THREADED ME CAST HOUSING ENAMEL _ml BAKED PAINTED r7 EGRESS TURN fj KNOB. BRASS CYLINDER U (CHROME PLATED) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE Q & g ONLY, 250" O.D. PLASTIC HEAD © 518" 518 32 MOLDED T0— F7 7 -`i SCREW 0 :360' AFTER RIVETING Ln BEFORE RIVETING 1/4"0-20 x 3/4" `� n S.S. THUMBSCREW 1 /4"O-20 RIVNUT* coco �' SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN 822"� SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARStPPENY, NEW JERSEY 07054 OR EQUAL. HV "T" LOCK HV ALTERNATIVELOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE (5) ONLY. BLADE1T ONLY. THUMBTURN CYLINDER OR KEY CYLINDER 0.875' Min. 1 .125" Max. Max. THUMBTURN CYLINDER OR KEY CYLINDER 34 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE (I) & I �J FLORIDA BUILDING CODF(Non Koh flnrifv Njirr;.... 7--- AwS.S.A. American Shutter Systems Association, Inc. 4268 Westr©ads Drive West Palm Beach, FL 33407 O 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE RIPTION DATE DRAWN BY: LC. 5-085 7/27/17 DATE: 07/27/17 W DRAWING No 17-107 SHEET 3 OF 20 6 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV D HV BLADE 1 TYPICAL PROPERTIES HV BLADE 1A a,, 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. 7L'.`.4R'Qd0.fltl 3163 0.188"O AISI 302 SERIES S.S. RIVETS pEaKA - SPECIFIC GRAVITY M C M N - HV 1 3/4" ACCORDION PIN W/ #8 HEAD 3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD TENSILE YIELD STRENGTH POLYCARBONATE IMPACT RESISTANT HV WINDOW * HV PIN REGWREMENTS AT EXTERIOR BLADE KNUCKLE FOR HV ClHV 1 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) OR HV (2) BLADE. EXTERIOR 41 �, 1 {)R 42 ora {SEE NOTE FOR REQUIREMENTS) X V 4 Qb N W � TYPICAL SHU17ER ASSEMBLY N.T.S. (2) HV PIN I9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O 00. 324' - BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. . (3} HV PIN 1442 OR @3 W/ 1/2" D.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET I� WHEEL CARRIAGE DETAIL N.T.S. 3/8 ASSEMBLY_LAYOUT N.T_S, 1 HV BLADE SOLID & f -A HV WINDOW BLADE C N.T.S. ,`�;` .',{` ft•, ✓�j + ®2017 TILTECO, INC. a� a I, ECO INC. cir a TILLIT TESTING & ENGINEERING COMPANY �� •� FFi ,y, �I� •,•' j�j�� 6355 N.W. 35th- St., Ste. 305, WIRGINIA GARDENS, FLORIDA 331 •.,,,,,..•s Rhone : (305)871-1530 . Fox : (305)871-1531 � '0 t a -mail_ tilteco0aol.com 01111� "i� EB -0006719 WALTER A. SLUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 BLADE'S KNUCKLE (TYP) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS ;RIOR 12" MIN. tLE TO BLADE GGEE 0625" 1875" L 1e R�. _-- BLADE 0625' SEONX x (1625 .0625" F .4625 7ciET HV WINDOW 0625' 06, ± 5 3/4" 5E TION Y- ON C NTERS n.1s 7500" 2 1/4- EXIERIOR LLEVALoa CLEAR ".vi BETWEEN TYPICAL HV WINDOW TS BLADE 1AND POLYCARBONATE HV WINDOW DETAIL N.T.S. POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MACROLON 3103 POILYCARBONATE 12" MIN. CLEA CE RESINS, UV—STABILIZED GRADE OR SABIC TO BLADE Bo M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD a,, SQXC ATW REFERENCE ' / sCENcc FLAS>c 7L'.`.4R'Qd0.fltl 3163 LD" 7113 RMN pEaKA - SPECIFIC GRAVITY M C M N - ASTM D792 0.043 1h/in, 0.043 ib/ire TENSILE YIELD STRENGTH ASTM D638 9.400 p.s.i. 9.500 p.sJ. FLDWRAL STRENGTH AT YIELD ASTM D790 12,500 p.s-i. 13,400 p.s.i. FLEXURAL MODULUS IMPACT• ASTM D790 340,000 p.s,i. 345,000 p.s.i. NOTCHED IZOD EIRE EURNING OwAcTERisncs. ASTM D256 ASTM 02843 18 FT—Ib/in 47-2 % 17 FT—Ib/in 64.5 S MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s-i, 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 6538 8461 p.s.i. 8880 p.s.i. FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ■+rte ■ ■ ■ EA% ■ ■ V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDO►N BLADE V. Nc DESCRIPTION DATE DRAWN BY: LC. 1 OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 L nr 12n O 1 S ��011 HD.A-HVA ao- �w N N W 1 J` SEE "END— CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. p�Fr i�11 uNUMITED WIDTH (a OR (4:.) OR 1 v 1+ (\)OR (? ) OR 1 4 + IE3 04 1fl 11 13015« 12'oa14 (� + 7p1 OR + C7 + 18 + 13' - � 51 Af N S T lP . aR13 C5� 19 -3q6-5Io 6 I p�Fr i�11 uNUMITED WIDTH (a OR (4:.) OR 1 v 1+ (\)OR (? ) OR 1 4 + IE3 04 1fl +.1 ilox�j�j�/+ j�OR771,A (� + 7p1 OR + C7 + 18 �+ U OR I I .1;+ (}SIORI. It I+ ) ORS ($�+ 88 CR 19 3,aR i �1 + (J°Rl ' ve v v f / v r D6�-H� I !I 0 410R�35*OR OR40R OD4 II v v HDC-HVC H DQ HYLi— V�os�3j< <o� Hoo-HyVD } �VMy oZ�zm� r w V v � p�Fr i�11 uNUMITED WIDTH (a OR (4:.) OR 1 v 1+ (\)OR (? ) OR 1 4 + IE3 04 1fl +.1 ilox�j�j�/+ j�OR771,A (� + 7p1 OR + C7 + 18 �+ U OR I I .1;+ (}SIORI. It I+ ) ORS ($�+ 88 CR 19 3,aR i �1 + (J°Rl ' TYPICAL ( HV BLADE SHUTTER ELEVATION N.T.S. 'vl, EN " 3 TE F . P.E. SEALJ51 i ATUR,E/DATE � VA Y OF CORNER CENTERMATE 02017 TILTECO, INC. *NOTES ON HV LOCKS AND CENTERMATES: 1. • ONE HV LOCK �& or '5) SHALL SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 'j/2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK r,24 or ,25 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO f31 OR @ CENTERMATES W/(2) 1/4"7-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS � OR hlAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (El; OR @ SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. #2 15 USED WIM KY. • LOCKING RODS 0_$ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS �J' OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MMDATORY CONDRION 12 ONE HV LOCK (8 or 20 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0' or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4ro-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �5 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. FIRST ALTERN6j TO MANQATOa-Q0NDM0N #1 :11! �b W/ SYMMETRICAL QFhMRM&Va_a ONE ALTERNATE HV LOCK C MAY BE USED IN LIEU OF HV 111!LOCK or 5 FOR ANY SPAN AND fNSTALI ATIONS 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 f' CR g CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" 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 CONQMON J3 EQg KEySTONE MpUNTNr2 INSrAUATIONSO ONE HV LOCK � or e'or o 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 f4 or 2, or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO )1) Or P 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 6-5 W/ F§ OR �p TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECQND ALTER MIRY ONDMON 11 VAUD ONLY FOR W -1- 1 OCK AND CENTER TIES ONE ALTERNATE HV '7" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 34 OR 0 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 30. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 3( INCLUDES USING REINFORCING LOCKER 3 , AS SHOWN ON SECTION HVG, SHEET 3, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @9i W/ 1/4"4-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1° S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT�. CS' MAY BE INSTALLED AT MIDSPAN OR 12" IM MAXUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS CS' TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK/ HD CENTS OR �_� ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF HV LOCKS (? OR ? 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 (34 TO 33 15 W/ 3 #8 x 3/$" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. LIME -C 0 INC. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 395, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecocool.corn EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Von High Velocity Hurricane lo—ne © 2017 EASTERN METAL SUPPLY, INC BERTHAHVTM Accordion Shutter System H.v. BICE #1 w/ OR W/O H.V. vlANDM U-4DE EV. Nc DESCRIPTION DATE DRAWN BY: L.C. i OLD 15-085 7/27/1 DATE: 07/27/17 a DRAWING NO _4 17-107 5 SHEET ONCR£FE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE— � SHEET 13) REQUIRED 1/4'0-20x3/4` S.S. REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) l OR rJA FEYSTONE (SEE MOUNnNG ©ON SHEET 7) (SEE SCHEDULE ON W/ 1/4"-20 r– SHEET 13) NUTS ♦ 12" O.C. ----- 12 CIR 1 �} Min. 1/4"0 —20x34" S.S. EQ EQ MACHINE SCREWS Min. i 1 2`° --' USING 1/4"-20 NUTS---_ EQ EQ 1 j2- ® 12" O.C. 1/2'� i 9 E D* I ,250" Max. r-- 1 3 CR 15 . i OR 15 yE. D,* # I" N i ! �_ t'1 .250" Max. E. D. _250' I I E E.D•* ; i e t! E.D.* I I i i F Max. I EI OPTIONAL I I I i III IOPTIONAL I MR SEPARATION I; I i E'� f 4 TO GLASS (SEE 1 I I I i I f I EI SDiEDLu ON SFEET I Ei I I 11 FOR BLADE �ANp °r i iIi) OR 1 ON SHEEP 19 FOR l E I I # .IJ I I 1 i MIN. SEPARATION TO GLASS 1 1 1 EXISTING BLADES �& I I I i I I EX3STING_------ —(SEE SCHEDULE ON SHEET 11 1 'I Q '1 I E I I I I 1 1 GLASS I ) GLASS--; I 1 d i I I MIN. SEPARATION TO GLASS I I `__(SEE SCHEDULE ON SHEET 11) I I I I EXISTING GLAss--, fC HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION B; HV WALL HEADER INSTALLATION + KEYSTONE r EXISTING I - GLASS,+ I I i 1 1� I MIN. SEPARATION TO GLASS Ir I I Y I I I 1 OR 1 ♦ (SEE SCHEDULE ON SHEET 1 1 1 TO CLASS SEE 11 1 I I I I I d 7 SCHEIXU DN(S-IEF i i MIN. SEPARATION TO GLASS I I' i 1 EXISTING ) 1 i 1 UFORi�E QgNp r- (SEE SCHEDULE ON SHEET 11)T 19 FORBLADES T, I 1 1 x &; i EXISTING OPTIONAL GLASS--;Fl:_� .D.* E. D.* / I I I 1 /4" Max. r Max. i OPTIONAL II i _F------ ! I E. D. /' - I i I r E,D.* I i i r t 13 OR 1 5 I�� n 1—r 1 �___� a �,L___ Li 13 oz 15. FoFL �' - -- i OR 1 _-- " 4 r— — i" 1 f 4 0 20x3/4" 5.5. Min. / PHILLIPS MACHINE SCREWS OR LEQ EQ MACHINE SCREWS USING CONCRETE ANCHORS CONCRETE ANCHORS 1 % 1 $ 1/4"0-20x3/4" 5,5. PHILLIPS POURED CONCRETE (SEE SCHEDULE ON SHEET 13) tdl� 1/4 –20 NUTS 12" O.C. POURED CONCRETE–� (SEE SHEET13) ON W/ —TRU5/4 -2 NUTS a 12" O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS REQUIRED HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14)DULE ON (F )HV WALL. SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED E HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1– SEE SHEET 4 FOR TYPICAL SHUTTERINSTALLATION DETAILS W ASSEMBLY E. D. =EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 2– MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 1 H V BLADE IN ANY WAY TO SUIT ANY INSTALLATION, ��� A- k .. _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ��®NkA •'•;f w\Z ENS,`%.'..e�1 02017 TILTECO, INC. OO 2017 EASTERN METAL SUPPLY, INC. 'G �J�' � 'BERTHA F1VTM "LE C 4 t N C. AmS.S.A. Accordion Shutter System H. v. #1 W/ OR W/O H.V. W DC)W BLADE � � ;•'� +e° TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems / Y EV. Nc DESCRIPTION DATE DRAWN BY: LC. :, /�� �•.4®� I�� ,`• �i( f� `4e 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316E ASSociatlon, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 asy�s/��•��jrf��k a—mail; tiltecomaol.ccm West Pafrn Beach, FL 33407 3 DRAWING No e EB-0006714 17-107 7— 1 0 7 00 0, WALTER A. TILLIT Jr. P.E. 4 I P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 A Ar )A POURED CONCRETE ANCHORS MIN SEPARATION CONCRETE {SEE SCHEDULE ON SHEET 13) TO (SEE REQUIRED i SCHEDULE ON SHEET r -.- ---- _ EDGE OF 'y 11 FOR B-AOE (DAND SLAB IF I ON STET 19 FOR —E D. APPLICABLE EXISTING CLASS --I r -EO EQ -j i ALTERNATE ANCHOR ¢ i LOCATION C 1 1 OR 13 OR 1 rj I � I s 11 II N Ihl+ 7 I I I �J✓ EXISTING l II II 1 GLASS— j j LII EDGE OF --I SLAB IF I I MIN. SEPARATION APPLICABLE E TO GLASS (SEE IIII SCHEDULE ON SHEET 1 1 L 'I 11 FOR MADE—— POURED ON srEkr 79 FOR i I F i 1 OR 1(�A CONCRETE A,p I [ �, I I REQUIRED D,*— C HV CEILING INSTALLATION � P MIN. SEPARATION II ' TO GLASS ,.---(SEE SCHEDULE I I ON SHEET 11) £ I EXISTING GLASS I 1 I I F 0 I I I 1 I I I p V 3 yl 1 p 1 � i w t .11 #14x3/4" HEX HEAD TEK SCREWS 0 9" O.C. 1 1 I I E —.JII EXISTING GLASS— #10x3/4" HEX WASHER HEAD TEK SCREWS ig 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Is] I� HV FLOOR INSTALLATION t EDGE OF - SLAB IF rel 8 EDGE OF SLAB IF APPLICABLE APPUCABLE POURED CONCRETE E. 0.*— REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) a HV WALK -OVER INSTALLATION CONCRETE ANCHORS I �J (SEE SCHEDULE ON SHEET 15) EXISTING EXISTING I GLASSMIN. SCHEDULE TO cuss i i ° i. n GLASS---�, P \ ISHEEPAPLE (SEE SON SHEEP 11)I; 11111 —](SEE MIN. SEPARATION TO G I I {SEE SCHEDULE ON S' 11) l� ��(;ggg ppppppl I I I I f iv1 j I 1/4°, I. I D. * III I ; i I MAX. OR 1 ' r WASHER HEAD E. D. I I 3 8 1 1 `� 11 MIN. I I TEK SCREWS i X 1 8"}� 12" D.C. $ II i F`%S WN. SEPARATION TO GLASS I m I I f 1 '(SEE SCHEDULE ON j j I ISI SHEET 1 1)ma I 9 i€ 1 I r i l 1 I I Ii II L I EXISTING i GLASS I' I € i EDGE OF SLAB IF APPLICABLE f IF.O POURED FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 I f DRAWN BY: L.C. MIN. SEPARATpQI l j1III 4 1 1/4.0 ITW BUILDEX TAPCON W/ fII SEPARlTIN TO GAD ADVANCED THREADFORM 5 (SEL SC TECHNOLOGY OR 1/4'0 POWERS -Q II ON SHEET FASTENERS TAPPER+ ANCHORS W/ I I 1 3/4' MIN. EMBEDMENT 0 6- I I l I I I I I I I I I I I P I I 1 1 EQ I EQ I rel 8 EDGE OF SLAB IF APPLICABLE APPUCABLE POURED CONCRETE E. 0.*— REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) a HV WALK -OVER INSTALLATION CONCRETE ANCHORS I �J (SEE SCHEDULE ON SHEET 15) EXISTING EXISTING I GLASSMIN. SCHEDULE TO cuss i i ° i. n GLASS---�, P \ ISHEEPAPLE (SEE SON SHEEP 11)I; 11111 —](SEE MIN. SEPARATION TO G I I {SEE SCHEDULE ON S' 11) l� ��(;ggg ppppppl I I I I f iv1 j I 1/4°, I. I D. * III I ; i I MAX. OR 1 ' r WASHER HEAD E. D. I I 3 8 1 1 `� 11 MIN. I I TEK SCREWS i X 1 8"}� 12" D.C. $ II i F`%S WN. SEPARATION TO GLASS I m I I f 1 '(SEE SCHEDULE ON j j I ISI SHEET 1 1)ma I 9 i€ 1 I r i l 1 I I Ii II L I EXISTING i GLASS I' I € i EDGE OF SLAB IF APPLICABLE f IF.O POURED FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1/4 - MAX. /4'MAX. -1/2" r MAX. OR 1/4"0-20 S.S. M.S. CONCRETE ANCHORS ` _ _ 6 + �3/ #14x3/4" S.D.S. d r i a i Y 1/4" F'a 1/4'0-20x3/4' SS MS W/ NUT 9" O.C. (SEE SCHEDULE ON 1 9'° fl. C. ____ Max Fa USING 1/4'0-20 NUTS 1 SHEET 14) '1/2 LL " ®,2• O.C. ------ ------ 17 OR 18 1/2" 1EXISTING NON STRUCTURAL i'i i i / EDGE OF /• 17 R 18 2.04'° MIN. WALL TRIM (DECORATIVE ja I ,' SLAB !F 1". E. D. SILL) 14x3 4" F. 1 7 8" H S_D.S. / �1 7/8" / APPLICABLE` / / MIN. r / L % — CONCRETE ANCHORS SEE NOTE 13(b) v` @ 9" O.C. POURED CONCRETE / -E d. i POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) REQUIRED D..' OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLCCK )PTIONAL POURED REQUIRED CONCRETE �Ki HV WALL FLOOR INSTALLATION \TV 4E MOUNTING INSTALLATION REOUIRED � HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 Psr REQU€ HV RAINGUARD INSTALLATION t MAXIMUM SHUTTER SPAN 8'—G" QITTE FOR COMBINATIQN OF SECTIONS: f THIS INSTALLATION SHALL BE E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE i� 1 A ON SHEET 19 INSTALLATION DETAILS W 1T H V BLADE IN MOUNTING SECTIONS CAN BE COMBINED �I 7 IN ANY WAY TO SUIT ANY INSTALLATION. 'py _ FLORIDA BUILDING CODE (N©n High■E?IOCIty Hurricane40ne ley \\C Q2017 TILTECO, INC_ �. rJ a 0 1J '$ ` S.S.A. TL ECO IN41 C. 0''. j.American Shutter Systems . `�" ,�y TICCIT TESTING do ENGINEERING COMPANY +/ 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLDRELIA 33[5 Association, Inc. g� ''��, ..... }, Phone : (305)871-1530 . Fcx : (305)871-1531 4268 WestrOOt�5 Drive -' j� ��•�1 N'�t1ti e-mail: ti1�671gl.com West Palm Beach, FL 33407 ��'�✓�EfR�Ajj� WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 @2017 EASTERN METAL SUPPLY, INC. EXISTING EV. Nc DESCRIPTION 7 DATE DRAWN BY: L.C. GL I MIN. SEPARATpQI DRAWING No 17-107 TO GLASS 4 1 1/4.0 ITW BUILDEX TAPCON W/ (SEE SCHEDULE ON SHEET 11) 6 ADVANCED THREADFORM TECHNOLOGY OR 1/4'0 POWERS FASTENERS TAPPER+ ANCHORS W/ I 1 3/4' MIN. EMBEDMENT 0 6- II I GC. FOR UP TO 6'-0' SPAN AND 4' O.C. FOR SPANS LARGER THAN I 1 6'-L' UP TO 8'-0' MAX. APPLY I SEALANT AT EVERY FASTENER HEAD (FOR tll SHEET 1)Sw , UM TIONS 5 3/8" r CONT. SEALANT T I I I I I ! I 1 f P 1/4 - MAX. /4'MAX. -1/2" r MAX. OR 1/4"0-20 S.S. M.S. CONCRETE ANCHORS ` _ _ 6 + �3/ #14x3/4" S.D.S. d r i a i Y 1/4" F'a 1/4'0-20x3/4' SS MS W/ NUT 9" O.C. (SEE SCHEDULE ON 1 9'° fl. C. ____ Max Fa USING 1/4'0-20 NUTS 1 SHEET 14) '1/2 LL " ®,2• O.C. ------ ------ 17 OR 18 1/2" 1EXISTING NON STRUCTURAL i'i i i / EDGE OF /• 17 R 18 2.04'° MIN. WALL TRIM (DECORATIVE ja I ,' SLAB !F 1". E. D. SILL) 14x3 4" F. 1 7 8" H S_D.S. / �1 7/8" / APPLICABLE` / / MIN. r / L % — CONCRETE ANCHORS SEE NOTE 13(b) v` @ 9" O.C. POURED CONCRETE / -E d. i POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) REQUIRED D..' OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLCCK )PTIONAL POURED REQUIRED CONCRETE �Ki HV WALL FLOOR INSTALLATION \TV 4E MOUNTING INSTALLATION REOUIRED � HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 Psr REQU€ HV RAINGUARD INSTALLATION t MAXIMUM SHUTTER SPAN 8'—G" QITTE FOR COMBINATIQN OF SECTIONS: f THIS INSTALLATION SHALL BE E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE i� 1 A ON SHEET 19 INSTALLATION DETAILS W 1T H V BLADE IN MOUNTING SECTIONS CAN BE COMBINED �I 7 IN ANY WAY TO SUIT ANY INSTALLATION. 'py _ FLORIDA BUILDING CODE (N©n High■E?IOCIty Hurricane40ne ley \\C Q2017 TILTECO, INC_ �. rJ a 0 1J '$ ` S.S.A. TL ECO IN41 C. 0''. j.American Shutter Systems . `�" ,�y TICCIT TESTING do ENGINEERING COMPANY +/ 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLDRELIA 33[5 Association, Inc. g� ''��, ..... }, Phone : (305)871-1530 . Fcx : (305)871-1531 4268 WestrOOt�5 Drive -' j� ��•�1 N'�t1ti e-mail: ti1�671gl.com West Palm Beach, FL 33407 ��'�✓�EfR�Ajj� WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV. BLADE #1 W/ OR W/O H.V. WRNDOW BLADE EV. Nc DESCRIPTION 7 DATE DRAWN BY: L.C. 1 OLD 15-085 07/27/17 DATE: 07/27/17 DRAWING No 17-107 3 4 5 SHEET 7 O�F2 6 u•�Yyrrrrr rriytf�''I IL � yup 1 � •...• '/ YL/) rTl msG)� w � q rn 0 z m P- Ln din. MEM C,: n;a x E�j CA o M � D � co Z \ G" • �` i+ o 3■ m m D cn r W w v `" r z Ln V) i a z r 7 i m YL/) rTl msG)� w � q rn 0 z m P- Ln din. MEM C,: n;a x E�j CA o M � D � co Z r o 3■ m D cn r $ I A w cn m mon o m s rrno A i m xle .A ®'il Z 0 ° m o m J Ci 3 o a Z ar mph _ o n � �pz �? m # u) X m O o n r r' z Ln V) i r 2Z YL/) rTl msG)� (n u� q rn 0 z n 0 din. Z + Z +I + + 2 + + �iC�C�OCQ� QCQC«� rL �� + �rM z D r 2Z m�7C 0zC o�� �zm md n 0 din. MEM n;a x E�j z D r 2Z m�7C 0zC o�� �zm md n 0 din. 0 0 n;a x E�j CA o 3■ m D cn r $ I iZ m i z � �? m # u) d 0 R cn O0 I z 2,m La r'I V Z D Lo ci L Z oom > m z C �� y I c O a i" (D ` N 0 J p — z D �i G) S(SiQ z o i Do 2 < zcgg0 Q Q 8*9 0 @ i �UQaIQ� + + + + A OSP I w 0- M07 -ail �ms� Ln i �ocn� m o i x z LA z 0 fCn! N 3 LJ r 2Z m�7C 0zC o�� �zm md n 0 din. 0 0 n;a x E�j m D cn r $ I iZ Ar i �i G) S(SiQ z o i Do 2 < zcgg0 Q Q 8*9 0 @ i �UQaIQ� + + + + A OSP I w 0- M07 -ail �ms� Ln i �ocn� m o i x z LA z 0 fCn! N 3 LJ r 2Z m�7C 0zC o�� �zm md n 0 din. 0 0 n;a x E�j m L� QW(DO + m --1 0 ITI 0 � 02 z imp m v� r z _1 ouT i 1 2-x2".1, a'xo,-2 (6063—T6 ALLOY) A.M. ANGLE W/(2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) k E (4)#10x1/2" S.M.S. TO TU6E� AT EACH ANGLE (T(P)I I 1 t/i s/e" d SEE NOTE 6 FOR HV LOCK , "T" LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 CR EQUAL. EXISTING GLASS BLADE 10 SLACK DETAIL HVA, INDICATED ON SHEET 8, 4 ® O 1 Q +O AS WELL AS UNIVERSAL FLOATING BLADE © DETAIL HDD—HVb h�Yf� att a:t G * oa aiz c>R INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. I- — — — — — — — — — —— JlCx3/4" S.M.S. 0 12" ---'.--` z'--- --- ----- - - - - O.C. FULL LENGM. 30 HV "T" I 4 " N () V. LOCK (INSIDE) PINS (TYP'_) /! 30 HV "T" LOCK (OUTSIDE) 3C7UT 1/4" 0--20 x 1 1/2" S.S_M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* INSTALLATION JHV BLADE W/ HD CENTERMATES 11 , _ ZJ * (OPTIONAL)— — — --- — —L — — — — — — —_ — I N (4) H.V. _ s s' 7 3/4' PINS (TYP.) 31 OR32 ** 33 3 i OR 32 31 oR �J ? 3 V (OPTIONAL) HDB-HVB OUT SYMMETRICAL HD CENTERMATES W * LOCK EXTERIOR -f'A- NS A: • +��, a `- a 0. 4 tJ w j S co ,•� ��� ONAL �.'��;, P.E. SEAL/SIGNATURE/DATE HDD—HVD** FLOATING STACK 02017 TILTECO, INC. L11LIEC0111111C. TfLLIT 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. # 44167 CR r>R OR ZJ * i (OFTIONAL) i 53 1 p' MIN. SEPARATION TO CUSS i 5 I (SEE: SCHEDAJLE ON SHEET 1.1 I-* `v OR(5; 35 � (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W LOCK INTERIOR * SEE NOTES ON LOCKING RODS D & H6 0 LOCKS ON SHEET 5 * UNVERSAL FLQATING BLALEQ DETAIL HDD—HYD IS VALID FOR ALL CENTERMATES APPLJCATTU,aS WITH BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone X2017 EASTERN METAL SUPPLY, INC. AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 rE�EI E ■ EM " V TM Accordion Shutter System LNEV. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE DESCRIPTION DATE DRAWN BY: L.C. OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 17-107 s SHEET 6 9 OF 20 CONCRETE ANCHOR i @ 16" O.C. I 2" MIN. EQ' I I � EQ III (LOCATE AT EITHER SIDE OF �) L 1/2" MIN, #10x1/2" S_M.S_ @ 16" 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS / MIN, SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 1/16"x3" MAX. 11 FOR BSE (D AND (6063–T6) CONT. ON SHEET 19 FOR ALUM. CLOSER BLADES1Q & PLATE. (LOCATE AT EITHER SIDE — i CEO) #100/2" S.M.S. a 16" O.C. Q°p®°fl 6�*�7 0� g�aw10 +Qae 10+�on©+I�SIORQ+a['IOR END CONNECTION DETAIL CONCRETE— ANCHOR @ 16" O.C. r- – L--- 2" MIN. I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 /2" MIN - 0 R B* END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE _ BLOCK WALL REQUIRED EXISTING GLASS — T ` ) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAND ON SHEET 19 =CR BLADES Q & a 1/2" MIN SEE DETAIL X FOR () �_10 SIDE CONNECTION��TD TRACKS -10+��•��lJ'�aa END CONNECTION DETAIL 2� EXISTING CLASS MIN. SEPARATION TO GLASS (SEE SCHEUULE ON SHEET 11 FOR BLADL RAND ON SHEET 19 FOR BLADES1Q & Q #10x1/2" S.M.S- @ 16" O.C. CONCRETE ANCHOR @ 12" O.C. EQ L___y — EQ 2" MIN. ox�oR�61+Ooa�aalfl +�cn POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. P.E. SEAL/SIGNATURE/DATE 0RB� r I. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE(f) AND �ON�E H ET I 9 FdR 1/2" 1 BLADES d & ' r 4 USE 1" OR 2" MAX. (AS APPLICABLE)x2"x1 /B"x0'-2" 1 ALUMINUM CLIP ANGLE 1 (6063-176 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M_S. TO®& \ (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" 0 C (LOCATE AT POURED CONCRETE OR CONCRETE j BLOCK WALL REQUIRED 2' MIN. EXISTING GLASS I E 1 I I MIN. SE IPARATON TO GLASS (SEE r I SCHEDULE ON SHEET 11 FOR BLADE 10 AND ON SHEET 19 FOR BLADES O & (13 �Er Ur -1,41L n N • �4 SIDE CONNECTION 1 4R � EITHER SIDE OF (D) � �� TO TRACKS Q�®+ �°�Q°� 10 • lJ« SEE DETAIL X FOR Q © O O 10 *���•��0+�oa SIDE TAIL X CONNECTION 1 °R 6 7 3X10 + 3 TO TRACKS 10+®° ©+� END CONNECTION DETAIL 03 EXISTING GLASS I MIN. SEPARAifON TO GLASS (SET SCHEDULE ON SHEET 11 FOR BLADE QAND ON SHUT 19 FOR BLADES (D& 1 A 02017 TILTECO, INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.V. 36th. St., Ste. 305, `dIRGINBA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)$71-1531 e–mail: tTlteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 +��.✓+it t51GA1231+f1 /I at END CONNECTION DETAIL 4C) -4 REQUIRED ONLY FOR SPANS GREATER THAN 12'–O" OROR 1 OR OR 1 OR (I 'eh OR OR ORQOR e OR L ORS jOR j OR OR VIEW Y PLAN DETAIL X JD INSTALLATIO -IV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE {Non High Velocity Hurricane zone cO 2017 EASTERN METAL SUPPLY, INC. AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, EL 33407 rte■ ■ ■ ■ ■A ■ ■ ! TM Accordion Shutter System N.V. BLADE #1 W/ GR W/© H.V. VANDC W aA[)E EV. Nc DESCRIPTION DATE DRAWN By' L. C, I OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 4 17-107 5 SHEET 6 In nr �n SCHEDULE 1111 MAXIMUM SHUTTER SPAN" "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ PAI CENTERMATES. ® & ® or or W/ ONE H.V. LOCK ® or ® oror HD LOCK (9 W/ NO LOCKING RODS% or CENTERMAI© 280 29 W/ ONE Hg)"T" LOCK 30 W/TWO LO®K NG RODS 35 EE �I�IT��OTTP��CC&++BOTTOM CONCRE71-& W00 MAXIMUM AS.D. DESIGN PRESSURE WALL MOUNTING RAPNG (P.- 0 P.s./.) + OR —) L + (R) L - (ft) //�� INSTALLATIONS 0 FLOOR/CEILING MOUNTING L + —(ft)_T­ - (R) 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0" 35 14'-10" 14'-10" 15'-2" 16'—O" 402" 12'-5" 55 D FOR MOUNTING 15'-2" 45 13'-1" 13'—i" 13'-4" 14'-3" 50 5' 12'-5" 12'-8" 13'-7" 55 10'-1" 80 9'-10" 9'-10" 6072'-4" 9 '— 6" L - (ft) 90 9'-3' 65 95 9'-0"8'-9" 15'-2" 100 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" 125 85 9'-6" 9'-6' 9'-9" 10'-5" 90 9'-3" 9'-3" 9'-5" 10,_7" 95 9'-0" 8'-9" 9'-2" 9'-10" 100 8'-9" 8'-4" 9'-0" 9'-7- 105 8'-7" 7-11" 8'-9" 9'-4" 110 8'-4" T-7" 8'-7" 9'-2" 115 8'-2" 7'-3" 8'-4" 4'-8" 120 8'—O" 6'-11" 8'-2" 125 7'—t 0" s'-8" 8'-0" 130 Y-8" 6'-5" T-10" 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" T-4" T-0" 155 7'-0" 5'-5" T-2" 160 165 6'-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" s'-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" SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONSW/ ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES t. it) WOOD MAXIMUM INSTALLATIONS AS.O. DESIGN 35 PRESSUREWALL 'MOUNTING RAnrlc & (p J.) OR/CEILING MOUNTING (+ OR —) W/ NO 50 + (ft) L - (ft) SU 16'-0" 16'-0" 35 14'-10" 14'-10" 40 13'-10" 13'-10" 45 13'—i" W/ NO 50 12'-5" 12'-5" 55 D FOR MOUNTING (5 60 11'-4" 11'-4' 65 10'-10" 10'-10" 70 70'-6" 10'-6" 75 10'-1" 10'-1" 80 9'-10" 9'-10" 85 9 '— 6" L - (ft) 90 9'-3' 9'-3" 95 9'-0"8'-9" 15'-2" 100 8'-9" 8'-4" 105 8'-7" 7'-11" 110 8'-4" T-7" 115 8'-2" T-3" 120 8'-0" 6'-11" 125 7'-10" 6'-8" 130 70 W-9" 135 T-7" 6'-2" 140 7'-5" V-11" 145 7'-3" 5-9" 150 7'-2" 5'-7" 155 160 6'-11" 5'-2" 165 6'-10" 5-1" 170 6'-9"4'-1," 175 6'-7" 4'-9" 180 6'-6" 4'-8" 185"6"-5-4'-6- - 190195200205 P.E. SCHEDULE #3 SHUTTER SPAN* "L+" (ft.) INSTALLATIONS MANSORY IW/ WALL F M, N, 0, P, 0, MOUNTING W/ NO LOCKING FLOOR/CEILING G, H, I, 11, J 1'. lA� S/ONAL�NVj/tt1 D FOR MOUNTING (5 T, U, W & X SHEET 7) & M MAXIMUM CONCRETE AS.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEIUNG MOUNTING (P -J) OR (+ OR —) FLOOR ALL MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 15'-2" 16'-1p" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 17-3" 13'-1" 55 11'-1" 60 10'-2" 65 9'-5" 107-1- 70 W-9" 9-4" 75 INSTALLATION LEGEND MINIMUM CONCRETE & SEPARATION MANSORY WOOD WALL A, B, C, D, E, M, N, 0, P, 0, MOUNTING F. K & L R, S, & V. FLOOR/CEILING G, H, I, 11, J 1'. lA� S/ONAL�NVj/tt1 MOUNTING T, U, W & X EALJsIGTNATURE/DATE & M 6 MAXIMUM SHUTTER SPAN "L+" OR "L FOR INSTALLATIONS INTO WOOD SHALL BE LIMfTED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. 1 1 EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L—" AND MAXIMUM A.S.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 MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " -1O HV BLADE '\GENS' ,�'Q i 02017 TILTECO, INC. IL EC011 � �� TICCIT TESTING & ENGINEERING COMPANY F , 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS. FLORIDA 33 ....... '� 'P� Phone : (305)871-1530 . Fox : (305)871-1531 1'. lA� S/ONAL�NVj/tt1 e—mail: tilteco0aol.com WALTER AOTILUTiJr. P.E. EALJsIGTNATURE/DATE FLORIDA Lic. 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: Lt+= 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: Lt—= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2—= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L7+", "L2+", 17 AND "L2—" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 n High Velocity Hurricane 2017 EASTERN METAL SUPPLY. INC. ■ ■ 00% " V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE 1 OLD 15-085 7/27/1 DATE: 07/27/17 a DRAWING No 4 17-10/'7 5 SHEET 6 41 ne nn `\CENS," 9 ' :;A7� �� 1,,1 �ss'ONAL 0044+,+ P.E.;0A J";?WTCRE/DATE 02017 TILTECO, INC. ILECOIINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, WRGINIA G ROENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco0ool.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 ♦SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 1O HV BLADE OR n HV BLADE W_/ 1A HV WINDOW BLADE WORKING IN UNISON ORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane @2017 EASTERN METAL SUPPLY, INC. UNEa Nom M WTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE 1 OLD 15-085 7/27/1 DATE: 07/27/17 a DRAWING No 4 17-107 5 �i irrr ®©' ©• ®m®' ®.' ®00000®• ®' ®' ®' ©• m®m®' ®• ®' mar, mmmvoovommmvvovo®mmvvvvoi®ml�ilvlvivlvlvl®mlll�ilanlvivl®ivmloloioiollvl® ®' ®• m©• mmm®'®•®• ®' ©• m®m®• ®' ®' �m0monvv©mmmvvovo®mmvvvoo�mmvvvv©mmmonnvonnnn000 m®monnnm onnmmmmomm�mmmmomvoe®mmonnmmmnmmnnno mmmvonmm mmmnonom Imml�nnn0©mmm MME3 Om®mmOnn®000mI0 mmmomvoo m®00001®o mmmlvloiol®O ®®mmomm"U 0m00nm®0 m®000000 mOm mnn��n�� ®®mvonvo ®mmonnmm mmmommom 00mOnn0om000mm�Omnmm�n0© mmmonm®o0®mvonn®mOmononmmmmv®000mmmv®I®ivivnm11m; mmmomneo mm0ivmm�lo mnnlolnlnio® © ,®mmvvv®emmmonnn®mmmOmnOnOmmOmOVOI�m00nnnemmmOmOOm mmmon®vommmonn®emmmonnv©mmmvv©vommmomvvomnmminol©v mmmovmvle mI®ImI010n10®mmmnmmOm 0mmnmovO m®mon®oo noono®I®o mmmvMMMIOmmmvon®o MMM 00000®m0®00000mm1�0®OO"O"®�®®O mmmvv®vo®mmvvv®OmmmOmm�mlMm00n0vOmm00nni©onnminnlmm® . mmmvo©oommmvonoem®monnv®®®mo©ovom®mvv®vomm" 0m00n0oO Inv®o 0mm000©O MMM Omn00mm0®OOVOtiamm0®OVOmmmO®©©o ®mmOm0v00000nm©OmOmOmm00 =MM mOmn®101001®mmonvvo 000vo=mm000vOOnnmOm®n ®mlmn®®oOmmmOnnoe MM. m0lmOnmi00 onovo mmm®vvvo MMM v�vvo Mn 00m000v0®mm000vOmnnmm©me 0000®©00000001®vOOmmOn0oo0m00vo000m0®®OVOmmm®®®00 MMM 0®0270MMM 00®o0MMM nm0v0MMM . mmm®©voo mmmvvovo 000v0=MM 0n©vOOOOnO®DD mmmnn®vo mOm©vo00 m0ICU000oe Immlmlonlvlvo mm0000vO m0lm mmm0v000 mom®®2700 nmmml®Ivi©lo mnn®D®00 V O 0mm0®0270 OmmOm0v0 ®00000001®0IM©vO V O n"KNII �®000®O 0mmm000oMMM n®v0ommmOn0000m0©0000 O gym®0000000®mvvveom®monvoo®mmvvovemmn®vvoonnom®voe MMM 0®OVOnmmmn�0© ®0027®vvo 0mmvvvvo mm000voo mmI®lvivlvlvlo mm®®®000 mmmm©®vvo m®©0®00m®mmum©®mmomo®©0000000©2700 mmvvovvo®0000000 ®mm00v0Omm0000vOmm®IOOvOOmm®m©000 mmmovovo 'Im®oovvleem®mvovve®®meveve��oveovv�Movvvvonnovv©oe l�novvvvvam"" vial0lvOmmI©©i®loiolo mmKnum MMM eovveMMM vvvve�mevevolommvevovomni0®I®101010 0m®00000 mm0000v0 0mm00v0000v0vo0O0011�io00v0000®©000 Im®®vvvvommmoovoommmvvvvo®m0000vommm0vovemmmnOmlvo ®m©OOOVO mmm000v0 0mm000QO1�i0v000v01�i0©010000 0m©OOv000000v0v0 mm00==== Mm0v0v001EE�0®o000omm mm®®OoeO . ogee mmv000vmmm000voommovovoovl®lvlvlvlvlvlvlvl�lvlvlvlvlvloni�®®I©ioloio mmvvvvvommvovvvommovvveommvvvvvommvvvvoommmnnl®ielo ' 0m000vO00m0vO0v0®m0000vO1�®v000vO1�n0v00vOmm©D®000 mmoovvoom0vvov mmovv0000mvvvvvommovvvoo®vvovvvommovoovonnno®©oe ommovovoo�nvvvovlammvvvvvonln®I®leloiolo ' mvvov000®m000vvommovvvvomvvvvvvomllmlvlvivivivlom®I©ivi©lvialo 0®lvlvivlolviv mvovovoo l®0000000 0vvvvvvo mmovevoo ®lvlvlvlvlvlviv l�vovvovo �nvvv000 mmmoeelole mvvovvvo0000vvvomvovvvvonvvvvvvomvvvvvoomm�ool®lole ir81vol0ol0oO ®0000000 ®®®I©lvlviolo •®vvvvovo0vvvovvo0vvvvvvovovvovvonovvvovomo®®I©Ieloie myvovvoomvovvvoom0000voomv000voomvvovvvo"Mm0000 m0000mmmmmmmmvvo0vlvlvlvlvivlvlolvloivioivMEN=ivivivlvlvlvlvmeowloloivloio ®0000000 0mmmmmmm mvvvvvvo nvvvvvvo .0vovvmmmmmmmmmmm®vvvvvvoovvvvvvovvvovvvonmol®Iloleloo 0vvvvvoo mmmllmml©lole movoommmmmmmmmmmmvevMMME01z oeveovomeov000000meveve `\CENS," 9 ' :;A7� �� 1,,1 �ss'ONAL 0044+,+ P.E.;0A J";?WTCRE/DATE 02017 TILTECO, INC. ILECOIINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, WRGINIA G ROENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco0ool.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 ♦SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 1O HV BLADE OR n HV BLADE W_/ 1A HV WINDOW BLADE WORKING IN UNISON ORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane @2017 EASTERN METAL SUPPLY, INC. UNEa Nom M WTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE 1 OLD 15-085 7/27/1 DATE: 07/27/17 a DRAWING No 4 17-107 5 �i irrr (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7) IUPED CONCRETE/CONCRETE BLOCK POURED CONCRETE WALL SILL MOUNTING I ©CEILING MOUNTING I (H� FLOOR MOUNTING 3,-0' 4,-0" 5'-0" 4 0 P.E. ME TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UMRAPONS OF USE FOR BLADE 1A ON SHEEP 19 1 HV BLADE OR 1 HV BLADE W 1 HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksT) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min, Vc = 3 Isi) - 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. f'c = 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". A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8" INTO THE 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 i" 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 THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) 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. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) I.T.W. BUILDEX_ - 1/4"0 x 3/4N OR TARCON I ALL POINTS SOUD SET ANCHORS, ASTH ADVANCED DISTRIBUTED TECHNOLOGYRM DISTRBUTED BY ALL CPOINTS SCREW, BOLHORS, AS TU&ESPECIALTY 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 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 1" MINIMUM FOR WALLS WITH NO STUCCO. B.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 MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & B.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. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGF nISTANOP /F n 1 1wci , cannon ... ... v...... ANCHOR& 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 TAPCON WITH ADVANCED TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + DICTANCE MIN. SPACING E.D. MIN. SPACING = 3' MIN. SPACING = 3" MIN. SPACING - 3 1/2" MIN. SPACING = 3' 3 3/4'M TICCIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 POURED CONCRETE & PUIIT�D CONCRETE 07NC1k1E p0URED CONCRETE & POURED CONCRETE & CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONCRETE BLOCK MN. FD -3' E0.=3 1/2" MN ED.=2 f/Y MN. ED.=3 1 2" MN. ED.=3" MN ED.=3 1/2" 3• 1.0 0.90 1.0 0.78 1.0 0.84 2 1/2• — 0.81 1.0 — — 0.67 7k!4%/fIATC -0.71 — — — 01' P11 —0.91 — — 0. 0.35 - - mmmonovommmonm©®a ,mmmvoneemmmvov©oa mmom®©vommmvom®®a mmmom©vemmv®v®®oa mmmmv000mmmv®®voa ®mmo®®voommmv®®voa ,mmmonmvemmmonvvoa mmmv®©vemmnm®v©o03 mmm®vovoasmmnm©voa ME010 vommMM voa MIUMM mmmm®memmvvom®voemmmv®ovoce NimE®oovoommvvomvoIm mmmv®voommmnm©vo® mm®®eveom®vv©voeH imv©vvovommnm®vvom mmEIIIII mmvvomvoa� mmv evvvem�o®�vvoo ®M®OOvOom®®D©OVOm ,asmmvovvemmnm®vvom mm vvom ®E>DDOo000 m1E®. MM. 1'IE ,�®ovvvvo0®®v©vvom �ovvovvorm®©v©vvo® ®mvvovoomvomvoveim MMM vvvvo®mm©vvoo '�®vvvvvovo®®vovoo ®nvv0000mv®®ov000 ®vvvvvoomvvvvovorm m000v0v0i®O oz 00o0vvv0��0v0vv0� mvvvvovoimv©vovvom vvovM mm Ell] o ..mvvvvvvo®mvvvvvom vvvvvvvovv©vovvov mvoeeeve f�ii�rirereTeTeTe Tf7 4 0 P.E. ME TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UMRAPONS OF USE FOR BLADE 1A ON SHEEP 19 1 HV BLADE OR 1 HV BLADE W 1 HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksT) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min, Vc = 3 Isi) - 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. f'c = 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". A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8" INTO THE 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 i" 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 THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) 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. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) I.T.W. BUILDEX_ - 1/4"0 x 3/4N OR TARCON I ALL POINTS SOUD SET ANCHORS, ASTH ADVANCED DISTRIBUTED TECHNOLOGYRM DISTRBUTED BY ALL CPOINTS SCREW, BOLHORS, AS TU&ESPECIALTY 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 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 1" MINIMUM FOR WALLS WITH NO STUCCO. B.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 MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & B.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. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGF nISTANOP /F n 1 1wci , cannon ... ... v...... ANCHOR& 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 TAPCON WITH ADVANCED TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + DICTANCE MIN. SPACING E.D. MIN. SPACING = 3' MIN. SPACING = 3" MIN. SPACING - 3 1/2" MIN. SPACING = 3' 3 3/4'M TICCIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 POURED CONCRETE & PUIIT�D CONCRETE 07NC1k1E p0URED CONCRETE & POURED CONCRETE & CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONCRETE BLOCK MN. FD -3' E0.=3 1/2" MN ED.=2 f/Y MN. ED.=3 1 2" MN. ED.=3" MN ED.=3 1/2" 3• 1.0 0.90 1.0 0.78 1.0 0.84 2 1/2• — 0.81 1.0 — — 0.67 7k!4%/fIATC -0.71 — — — 01' P11 —0.91 — — 0. 0.35 - - - - 0.35 LVIMUM DUILUIIVU A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 non nigh velocity Hurricane Zone @2017 EASTERN METAL SUPPLY, INC. UE E 0 N '17 ■ 1• V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. 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PENETRATION Il I II ` 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. 0 MIN, SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 11 EXISTING GLASS --II II SCHI RULE ON SHEET !I I; WALL FINISH 1/4" Max. / r N -~ I 1" 1/4"0-20x3/4" S.S. \ lift 1/4"0 TAPCON OR PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED M,n. MACHINE SCREWS 2"x4" CONT. THREADFORM TECHNOLOGY / / SILL PLATE W 1 4'°-20 NUTS REQ'D. I W/ 1 1/2" Min. PENETRATION 0 12" O.C. OF THREADED AREA TO — _ EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) %�'' i SEE LIMIT T I, V HV WALL SILL INSTALLATION 9 v CW A 1/2" OF THREADED AREA TO EQ EQ #14x3/4" EQ El EXISTING WOOD HEADER. S.M.S. (SEE SCHEDULE ON SHEET 15) } a 6" O.C. f 11 or 13 or 15 I i OPEN HOLE AT EACH EXISTING I STUD TO ACCEPT GLASS I1 11 5/16"0 LAG SCREW l l < AT CENTER OF TUBE. I MN. SEPARATION f TO GLASS (SEE 1' EXISTING I MSN. SEPARATION SCHEDULE ON SHEET ILLI I � GLAss To a, (SpFI ! 11 FOR BLADE © AND ( I ' l ♦ SCHEDULE ON S-a7ON SHEET IBLADES T& Q 1� I I ! OR lt� 1oNFs�H1r�r,sBLADE T FOMR `�D `1 eDES er d I I �HV CEILING INSTALLATION U ;HV C OR @* x a MI`� #10x3/4" HEX MIN. WASHER HEAD TEK N'ISCREWS 0 12" o.c Fes: 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM J TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SFE SCHEDULE ON SHEET 15) OF USE FOR �;, USE HV FLOOR INSTALLATION V . �♦ s 4 f �e P. E. SEAL%SIGNATURE/DATE CD2017 TILTECO, INC, /TILIECOINC. TILLIT TESTING EI: ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGTNIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail Oteco®aol.com ER -0006719 WALTER A. TILLIT Jr. P.E, FLORIDA Lic. # 44167 MIN. MIl 1/2" S APPLICABLE' (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER @ 24" O.C. REQUIRED EXISTING SOFFIT 3/4°° Max. THK_ 1'x4'x1/8" CONT. ALUM. TUBE (61763-T6 ALLOY) W/ 113 or 15 (3)5/16"0 LAG SCREWS TQ Dior EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. II li x PENETRATION OF THREADED I I i AREA. VALID FOR INSTALLATIONS WITH 72psf I I ) MAX. A.S.D. DESIGN LOAD AND � 9'-0" MAX. SPAN. THIS I'l INSTAL-ADON IS ONLY VALID I I FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS 1 OR ®� FIR OR SOUTHERN PINE No. 1 OR EQUAL. I MIN. I I I SEPARATICN I TO GLASS ,(SEE SCHEDULE ' I I I ON SHEET 11) f I I I $ I f EXISTING GLASS— EDGE OF DECK IF APPLICABLE r 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min, F2". PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) HV WALK OVER INSTALLATION FLORIDA BUILD( AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2"x6" MIN. WOC DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE ��D (Nan High velocity Eiurricone Zone O 2017 EASTERN METAL SUPPLY, INC. FAIN. SEPARATION EV. N DESCRIPTION DATE TO GLASS (SEE 1 OLD 15-085 7/27/1 SCHI RULE ON SHEET EXISTING 11 FOR BLADE d AND GLASS ON SHEET 19 FOR s ',I I BLADES CD I (ALTERNATE ANCHOR I LOCATION �} 7 I 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE OR @* x a MI`� #10x3/4" HEX MIN. WASHER HEAD TEK N'ISCREWS 0 12" o.c Fes: 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM J TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SFE SCHEDULE ON SHEET 15) OF USE FOR �;, USE HV FLOOR INSTALLATION V . �♦ s 4 f �e P. E. SEAL%SIGNATURE/DATE CD2017 TILTECO, INC, /TILIECOINC. TILLIT TESTING EI: ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGTNIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail Oteco®aol.com ER -0006719 WALTER A. TILLIT Jr. P.E, FLORIDA Lic. # 44167 MIN. MIl 1/2" S APPLICABLE' (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER @ 24" O.C. REQUIRED EXISTING SOFFIT 3/4°° Max. THK_ 1'x4'x1/8" CONT. ALUM. TUBE (61763-T6 ALLOY) W/ 113 or 15 (3)5/16"0 LAG SCREWS TQ Dior EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. II li x PENETRATION OF THREADED I I i AREA. VALID FOR INSTALLATIONS WITH 72psf I I ) MAX. A.S.D. DESIGN LOAD AND � 9'-0" MAX. SPAN. THIS I'l INSTAL-ADON IS ONLY VALID I I FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS 1 OR ®� FIR OR SOUTHERN PINE No. 1 OR EQUAL. I MIN. I I I SEPARATICN I TO GLASS ,(SEE SCHEDULE ' I I I ON SHEET 11) f I I I $ I f EXISTING GLASS— EDGE OF DECK IF APPLICABLE r 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min, F2". PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) HV WALK OVER INSTALLATION FLORIDA BUILD( AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2"x6" MIN. WOC DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE ��D (Nan High velocity Eiurricone Zone O 2017 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW KADE EV. N DESCRIPTION DATE DRAWN BY; LC. 1 OLD 15-085 7/27/1 DATE: 07/27/17 3 DRAWING No 17-107 4 s SHEET 17 OF 20 ND INSTALLATIONS HV BLADE OR 1 A WINDOW BLADE INTO 2"x4" MIN. WO 41 1 OR SIDE CONNECTION TO TPACKS SEE DETAIL X FOR `'J OR �� C9- OaO � rD ­ 6 -64 -8.0 - END -6,- 0aEND CONNECTION DETAIL 7) NDCONNECTION DET I 2"x4' MIN. WOOD STUDS REO -D. -1/4"0 TAPCON ANCHORS iW/ 1 1/2' MIN. 1/4'0 TAPCCN ANCHOR' #1Gx1/2' 2'x4" MIN. WOOD 2'x4" MIN. + PENETRATION ® 12' O.C. Wj 1 1/2- MIN. 016 O.G. STUDS REQ D. 11 FOR ® O WOOD STUDS- 1/4'0 TAPCON MIN SiPARATEDN /' EXISTING GLASS (AS APPLICABLE) \ / .ANCHOR 0 6' O.C. TO GLASS (SEESCFEDULE EQ- Q\\ \ / W/ 1 112- MTN. MN. SEPARATION WAS \ ! PENETRATION INTO 1/2" MIN. COX SCHEDULE ON SWEET PLYWOOD. FINISH \ / STUDS OR W/ MIN. 1 /2- WALL ON SHEET 19 FOR 11 a.ADDE (DA ! S-SHEET19 1/2' PENETRATION I � EXISTING GLASS I- POLY CO NO 'USE i• OR 2- MAX. FOR BI aAnEs i/2" MIN. 9 :D -2' (ALs APPkll I� PLYWOOD STUDS EXIST. P) 4 (6063-T6 ALLOY) AT MIDHEiGHT / E EQ\\ I (1) #10x1/2' S.M.S. To(4)& EXISTING CLASS -- WALL AT I. O.C. (LOCATE AT � � WN. SEPARAnCN TO GLASS (SEE x-1/2" MIN. CDX '' ATION �N' LASS FOSHEET PLYWOOD, YY • . TO GLASS (SEE ((SEE SCH EDULE ON 91EET 11 11 FORR RADE E AND d ON SHEET 19 FOR 1 /1 6"x3' (6463-T6) CONT. I 1 FOR BLADE Q AND ON SHEET E-"� (D© ALUM. CLOSER Flub-/ 1/2` MIN, CDx PLYWOOD, 19 FOR BLADES Q & 1/2- MIN. PLATE. (LOCATE 1/2" AT EITHER SIDE OF 4�) MIN. f #1 1/2- S.M.S. � 616 O.C. #10x1/2" S.M.S. 016 O.C. 41 1 OR SIDE CONNECTION TO TPACKS SEE DETAIL X FOR `'J OR �� C9- OaO � rD ­ 6 -64 -8.0 - END -6,- 0aEND CONNECTION DETAIL 7) NDCONNECTION DET I 'T. OR END CONNECTION DETAIL 2'x4' MIN. WOOD STUDS REC1'D. 2"x4' MIN. WOOD STUDS REO -D. -1/4"0 TAPCON ANCHORS iW/ 1 1/2' MIN. 1/4'0 TAPCCN ANCHOR' #1Gx1/2' r�-GLItSS EXISTING GL4.55� + PENETRATION ® 12' O.C. Wj 1 1/2- MIN. 016 O.G. 4 11 FOR ® O SHEET 18 OF 20 PE PENETRATION O 12" O.C. MIN SiPARATEDN /' EXISTING GLASS TO GLASS (SEESCFEDULE EQ- Q\\ PLYW MN. SEPARATION ON 1/2" MIN. COX SCHEDULE ON SWEET PLYWOOD. ' 11 FOR RI 11 E IDAND 1 /2- WALL ON SHEET 19 FOR 11 a.ADDE (DA ! S-SHEET19 FINISH I BLADES (D & Q) I � r 'USE i• OR 2- MAX. FOR BI aAnEs i/2" MIN. 9 :D -2' (ALs APPkll - - P) 4 (6063-T6 ALLOY) AT MIDHEiGHT / - 'T. OR END CONNECTION DETAIL 2'x4' MIN. WOOD STUDS REC1'D. SEE DETAfL X FD LJ OR j -h* SIDE CONNECTION �.9' T( TRACKS END CONNECTION DETAIL EXISTING BERTHA HVTTM Accordion Shutter System RV. RAM #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: L.C. r�-GLItSS ( 1 / nOf+l DRAWING No 17-107 TO GLASS (SEE MIN. EFjIADE 4 11 FOR ® O SHEET 18 OF 20 ON SWEET 19 FOR 41/2' 5 BLADES 10 & /' EXISTING GLASS 1/2" MIN. MX 'I',' EQ- Q\\ PLYW MN. SEPARATION TO GLASS (SEE 1/2" MIN. COX SCHEDULE ON SWEET PLYWOOD. ' 11 FOR RI 11 E IDAND 1 /2- WALL ON SHEET 19 FOR FINISH I BLADES (D & Q) I � r 'USE i• OR 2- MAX. - 9 :D -2' (ALs APPkll - - P) 4 (6063-T6 ALLOY) AT MIDHEiGHT (1) #10x1/2' S.M.S. To(4)& (2)1/4'0 TAPCCNS ANCHORS TO WALL AT I. O.C. (LOCATE AT SEE DETAfL X FD LJ OR j -h* SIDE CONNECTION �.9' T( TRACKS END CONNECTION DETAIL EXISTING BERTHA HVTTM Accordion Shutter System RV. RAM #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: L.C. r�-GLItSS DATE: 07/27/17 nOf+l DRAWING No 17-107 TO GLASS (SEE MIN. EFjIADE 4 11 FOR ® O SHEET 18 OF 20 ON SWEET 19 FOR 41/2' 5 BLADES 10 & TOR WALL FINISH 2'x4" MIN. j WOD0 WALL) � �'lY"lJ•L'Ja 8G°"TQ +®a STUDS REVD. �FINISH f0•���j'��}"®'�.� END CONNECTION DETAIL 12 . R AL F. E. SEAL/SIGNATURE/DAME ��/ OR®jd i7DR��1 � K OR V OR@OR(GRE4.f V IT 1 PLAN �� DETAIL_X ©2017 TILTECO, INC. IL EC© Tc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., St, 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: bitecocaol.Com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 2"x4' MIN. WOOD STUDS. (AS APPLICABLE) WALL FINISH 'ISTING GLASS MIH. SEPARATION TO GLASS (SIF SCHEDULE ON SHEET 11 FOR BLAGE 0)AND ON SHEET 19 FOR RACES T & ETHER SIDE OF 4O) I (f OR SEE DETAIL X FOR r� SIDE CONNECTION TO TRACKS t Q , 6Zp ND CONNEPTION DETAIL • RECU13ED ONLY FOR SPANS GREATER THAN 12'-0' =LIMITATIONS E USE FOR ET 19 OR(�)OR 1,�7 �1,Yf 0- OR �ORI7 diOR FLORIDA BUILDI AsSuS.A. American Shutter Systems Association, Inc. 4268 Westroods eve West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone' CCS 201 7 EASTERN METAL SUPPLY, INC. BERTHA HVTTM Accordion Shutter System RV. RAM #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: L.C. I OLD 15-085 7/27/1 DATE: 07/27/17 DRAWING No 17-107 3 4 5 SHEET 18 OF 20 6 1 Cc TYP. MAX. 5 ALLOWEE WINDOW SEE ENC CONNEC DETAILS 10 & V FULL HE ELEVATION MIN. SEPARATION TO GLASS - - - - ' - - - EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE G - - - — — AND ON THIS SHEET FOR BLADES ) & ---c -- ----- - - - - - CO) TYP. SYMMETRICAL CENTERMATES 2l, i� Z n W/O vi (SEE NOTE 4 ABOVE) W/(2� CR 25 AND PLAN TYPICAL (IC HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE iA SHUTTER* % �►', 'tXNAL •^ •rsf P.E. SEAL/SIGNATURE/DATE 02017 TILTECO, INC. LTLIECOJIIMC.�� TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 205. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e- rnoI: tiltecoaco!,Com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 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 166 & 17. 4. ATIES 2 ARLRA Y CED EINMA5YM 1ETRTCAL OR(BOTH OPPOSING RLAYO)ARE UT IN CASE EOF WITH OPPOSING 1 YOUT, 35 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA E. 5. (A) HV WINDOW BLADE j SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3"0 HOLE FOR (R SHALL BE 12". (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE °@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D THROUGHOUT SHUTTER'S WIDTH. (E) CIEKERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLAI)E( AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW (R 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 SEPARATfON TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" /ter R t`�1iD�`� 1 5'- \ (OUT&DE o � j 1 `:24`-25; / FLORIDA BUILDII AmS.S.A. Americana Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 �C CODE tion High Velocity Hurricane Zone ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System N.V. BLADE #1 W/ OR W/O H.V. W NDaV BLADE EV. N DESCRIPTION RATE DRAWN BY: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 z DRAWING No 4 s �SHEET6 OF 20 6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL METAL STUDS AT 16" O.C. VARIES 2" Max. LLAT @ Ci 0r I — — --- 1/2" LLi w _1 3/4"x 6 1/4"x 0.035" THICK Min.l 43c 434 0 475" F- -f 3 DRAWN 8Y: L.C. CONT. GALV. STEEL TRACK CHANNEL,j 6" Q.C. 0 6" O.C. DATE: 07/27/17 z ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS —D 4 Wf (2) #6x1/2" TEK SCREWS ON i EXISTING FINISH SHEET 20 OF 20 6 INTERIOR & EXTERIOR FACE I AS APPLICABLE39 I I z 1 a I I N I MIN. SEPARATION ! EXISTING GLASS—I I w TO GLASS ! '(SEE iI r_ SCHEDULE) 43 _ I N l s j (TYP.) I ! I I 1 3/4"x 6 1/4"x 0.035" THICK Min. i EXISTING FINISH I I CONT. GALV. STEEL TRACK CHANNEL, I AS APPLICABLE ! I ASTM A-653 GRADE 40 Min. G-60 i ! GALVANIZED FASTENED TO STUDS I W/ (2) ;6x1/2" TEK SCREWS ON j 43c 434 I INTERIOR &EXTERIOR FACE i @ 6" O.C. 0 6" O.C. ' 00 4 — _ N - 6 t --------- 112" S BLADE & HV E INTO METAL STUD WALLS * NTERMAT GENERAL LIMITATIONS AND CONDITIONS OF USE FOR RTHA1 HV BLADE ACCORDION SHUTTER 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 XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. *'k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE(1) 6"x 1 1/2"x 0.035" THICK 6„ 0.C, Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL 1' WALL HEADER SILL INSTALLATION METAL STUDS AT 16" O.C. Min A—. I 2 (Cont.) --------�=---I--- 1_117--__��--------------------- 4 L-------- ---- ¢3 1/4' (TYP.)--4 HVA 1/2" 2 (6" Min.) -- I t__-94- — — ------ — 2.000" Max. — o I '00�083" � 0� SEPARATION TO GLASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 °° 4 4„ EXISTING FINISH AS APPLICABLE 1 (TYP. TOP do BOTTOM) 2� IJr2 7" HV8 BLADE SLACK DETAIL HVF �vtt'�� �� • `�1 �ItfS. • ��4rw IA P.E. SE�i�A RE/DATE — 7"— HVC @2017 TILTECO, INC. /1 IL ECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 M.W. 36th. St.,. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 - Fax : (305)871-1531 e—mail Ulteca®aol.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. f 44167 2 MIN. SEPARATION VARIES TO GLASS 2" (SEE SCHEDULE) Max. 3a 114"o NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY E LO � 3.000" N Max. 43c LENGTH + 1 " 9 43 1 /4"O -20X3" BOLT MUST PENETRATE 43c 1" 1.373"—+ .250" I-- .050" s Ln LOM T` N 4"0-2Q THREADS :3q) 1 470 ELC1%O CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS 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 do EXTERIOR FACE LOCATED AT 2 HV HEADER/SILL ENDS ---- ---------- -- "' Y1 E W Y 6 1/2" MAX. SLACK #* — SIDE CONNECTION TO TRACK FLORIDA BUILDING CODF (Non Hiah Vp.Inrit„ H irrir-nno 7 . A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 @)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE EV. No DESCRIPTION DATE DRAWN 8Y: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 z RAWING No 17--107 —D 4 EXISTING FINISH AS APPLICABLE 1 (TYP. TOP do BOTTOM) 2� IJr2 7" HV8 BLADE SLACK DETAIL HVF �vtt'�� �� • `�1 �ItfS. • ��4rw IA P.E. SE�i�A RE/DATE — 7"— HVC @2017 TILTECO, INC. /1 IL ECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 M.W. 36th. St.,. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 - Fax : (305)871-1531 e—mail Ulteca®aol.com EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. f 44167 2 MIN. SEPARATION VARIES TO GLASS 2" (SEE SCHEDULE) Max. 3a 114"o NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY E LO � 3.000" N Max. 43c LENGTH + 1 " 9 43 1 /4"O -20X3" BOLT MUST PENETRATE 43c 1" 1.373"—+ .250" I-- .050" s Ln LOM T` N 4"0-2Q THREADS :3q) 1 470 ELC1%O CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS 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 do EXTERIOR FACE LOCATED AT 2 HV HEADER/SILL ENDS ---- ---------- -- "' Y1 E W Y 6 1/2" MAX. SLACK #* — SIDE CONNECTION TO TRACK FLORIDA BUILDING CODF (Non Hiah Vp.Inrit„ H irrir-nno 7 . A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 @)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE EV. No DESCRIPTION DATE DRAWN 8Y: L.C. 1 OLD 15-085 7/27/1 DATE: 07/27/17 z RAWING No 17--107 —D 4 5 SHEET 20 OF 20 6